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HomeMy WebLinkAboutS-3954 ABREVISED TO CONFORM TO PONSTRPCTION RECORDS BIH2 r — i%h Nil FfFf T iv 01/14/2020 RH2 ENGINEERING INC. DATEmolt 0E WAS""' 26978 e�ISTSol Y, �1 'ZONAL SIGNED: 0211112019 9� � � T�Ir �� � � � � �� �� �� �C�� �1 r� � Ire � Ir�1 rp � ? �`v ��1 r�� � � � ! �Af�N`�: VICINITY MAP NOT TO SCALE �ALXI .l I � T Melill Island WES*'SEAT-fL� �•. � ���clM�I,� CIT'f JL .I 9014 5 15r:� LAKE WASHINGTON PUGET SOUND N _A whits center Ir?t E.rnatrorlal Airport S,eaTac ItfiIvrrnandy R43rk P-P o�, I\A IONALgvJJ�J J PROJECT NO. WWP-27-03954 29 mo t�e+�s:as#le ®MISTY COVE LS ����'��� D Lrr? fair? Wrr hand Park STONEGATE LS PIPER'S BL UFF LS AI NT❑VYSi 6ry-, AIRPORT LS Mawr-SLkyw-ay Tukwi! ., RAINIER LS OAKESDALE LS @ @ LIND A VENUE LS VICINITY MAP LEGEND SEWER LIFT STATION STORM WATER LIFT STATION SHY CREEK LS East Renton Highlands Maple H��ghtsH_al�� EAST VALLEYLS Desire CaisGade-Fairwo siD East Hill-Meddlan DISCLAIMER: VICINITY MAP WAS OBTAINED FROM GOOGLE MAPS ON OCTOBER 4, 2017 WINTER 2018/2019 a Issziquah Sq Leak D Lrr? tairr State Perk Natrjra� Area iB rnnITA!`T DAVE CHRISTENSEN MICHAEL BENOIT EDWIN HALIM KENNY GOMEZ CONTACT INFORMATION COMPANY POSITION CITY OF RENTON WASTEWATER UTILITY ENGINEER CITY OF RENTON PROJECT MANAGER RH2 ENGINEERING CONSULTANT RH2 ENGINEERING CONSULTANT ounniE: (425) 430-7212 (425) 430-7206 (425) 951-5332 (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 F--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 SIGNED: 0211112019 z Qa �W zWy ova ~a z o� W ct p , cry LL. Z Q Ozg LLI O W _ Vya o J ti o 0 I oLL- 2i 0 z m o � 0 O U i 7F 0 U Q tin M Z o J LlJ z O_ LL 'z 0 In � w � Q > U W W W/� U G- CE F- z 0 U 0 0 0 v cli o N Lu UJ co > LL ¢o o 0 � o a (V 0 N M cD Y w W z w Lu W cr W O w s w m 'I m z 0 a U co w Q uj ofz SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: cov cov 34 t tx = DRILL AND EPDXY PIPE DRILL AND EPDXY PIPEREBAR SUPPORTS INTO PROPOSED 8" PVC REBAR SUPPORTS INTO EXISTING WET WELL, SEE PIPE, SEE TABLE EXISTING WET WELL, SEE ON THIS SHEET DETAIL ON THIS SHEET DETAIL ON THIS SHEET, TYP. *�iw■anal t-dt®a■/music, �1111� 1�1�'� 14l.f mow;! PROPOSED 8" PVC PIPE, PROVIDE AND INSTALL FLAT FLANGE ON TOP AND BOTTOM OF PIPE, APPROX. LENGTH 20' 0 AIRPORT EAST VALLEY (LOCATION 1) PROPOSED 8" PVC DRILL AND EPDXY PIPE REBAR PIPE, SEE TABLE SUPPORTS INTO EXISTING WET ON THIS SHEET WELL, SEE DETAIL 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 PROPOSED 8" PVC PIPE, DRILL AND EPDXY PIPE PROVIDE AND INSTALL FLAT REBAR SUPPORTS INTO FLANGE ON TOP AND BOTTOM EXISTING WET WELL, SEE OF PIPE, APPROX. LENGTH 10'. DETAIL ON THIS SHEET TYP. OF 2.A, EAST VALLEY LI (LOCATION 2) DRILL AND EPDXY PIPE REBAR SUPPORTS INTO PROPOSED 8" PVC EXISTING WET WELL, SEE PIPE, SEE TABLE ON THIS SHEET DETAIL ON THIS SHEET MISTY COVE PIPER'S BLUFF STONEGATE 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 -22 ASPHALT, DEPTH PER 64 RESTORATION DETAIL. PROPOSED 8" PVC PIPE, SEE TABLE ON THIS SHEET O vX11" 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 HMA, 3" COMPACTED DEPTH PG 64-22 CONCRETE HMA GRAVEL TOP COURSE, 6" 6" CONCRETE COMPACTED DEPTH (MIN.) °°- NATIVE SUBGRADE, TRENCH BACKFILL 6" CRUSHED SURFACING �ii;�i ii;�i;\ii;�ii;�ii;�ii\3i 7\/i;��ii;��ii;��ii;��ii;��ii;��ii;��ii;��ii;��ii 0 R STRUCTURAL BACKFILL. PROOF 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 JM FLAT FLANGE X 8" HOSE TH MOUNTING HOLES. ✓C 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 VARIES 2" 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. vo vO v D D D D pu 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 ACCESS HATCH LIMITS BOLTED CONNECTION NOT TO SCALE Z 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 1811 m. 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 STATION (FT) AIRPORT 24.0' 40.0' TOTAL EAST VALLEY (ONE AT 20.0' AND TWO AT 10.0') 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 gING IAX. 0 CONCRETE ICHOR, TYP. ;2"WX 2" FB ANGLE NCRETE ANCHOR IJUL i (i 'YP. OF 2) 1"2 p1 °E WASFjI` 26978 SECISTS 1 SSIONAL� SIGNED: 02111/2019 WAS ',Ap �uzszsy `O �E� I S SSIONAL�l SIGNED: 0211112019 in Z Q U) Z Lu O I► � Z W O J LV C 1 0 W > Q W LAM z O uj � z � � oLj aQ J W W aZ 4 FL uu 0 0uj o Lu r` 0 o m r_ 0 z o 0 0 c� Z w c� c Q Z o z O ui w w 7n 0 � w g w W U i li CC U) z 0 0 �(=- 0 CN � N N ZO N 0co R w � co o Q 0 0 0 N o a O M 0 z o w W z 0 W j o Z W � SCALE: SHOWN oil 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 RH2 V. P 0k of WAS fj! `� �� ca 26978 �E0ISTIVVL SIGNAL SIGNED: 0211112019 of BSx R" �� 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 RTM RUN TIME METER OC MOTOR OPERATION COUNTER SSRVS SSRVS - SOLID STATE REDUCED VOLTAGE STARTER � VARIABLE FREQUENCY DRIVE SERVICE ENTRANCE, SWITCHGEAR, MOTOR CONTROL CENTER, OR PANELBOARD SURFACE MOUNTED PANELBOARD FLUSHED MOUNTED PANELBOARD NXX FIELD CONTROL STATION WITH NEMA Fe-1 REQUIREMENTS. N1 -NEMA 1 N3R - NEMA 3R N4 - NEMA 4 N4SS -NEMA 4 STAINLESS STEEL N 4F -NEMA 4 FIBERGLASS N-NEMA 6 N12 -NEMA 12 GASKETED EQUIPMENT MOUNTING STAND O FLUORESCENT FIXTURE WALL/CEILING MOUNTED FIXTURE EMERGENCY LIGHT WITH SELF ® CONTAINED BATTERY O SURFACE OR PENDANT MOUNTED 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 MOIL MOTOR OVERLOAD INDICATION LIGHT INDICATOR LIGHT INDICATOR LIGHT A -AMBER G -GREEN B -BLUE R -RED C -CLEAR W -WHITE RELAY XYZ 123 RELAY TR -TIMED RELAY CR -CONTROL RELAY LIMIT SWITCH Q LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH O FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT TIDELAY CONTACT NORMALLY OPEN O ME 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 < HEAT DETECTOR SO SMOKE DETECTOR ❑D FIRE ALARM DISPATCH STROBE ALARM ❑A FIRE ALARM AUDIBLE VISUAL ALARM / ❑F FIRE ALARM MANUAL PULL STATION FO q ID C MOTOR STARTER MOTOR STARTER W/ OPERATOR DEVICES A - HAND -OFF -AUTO B - OPERATIONAL COUNTER C - RUN TIME METER D -RUN LIGHT E - FAIL LIGHT T ® M HEATER, WATTAGE NOTED EQUIPMENT CONNECTION SINGLE PHASE MOTOR. HORSEPOWER AS NOTED 51635 .����ISTEg�91� SIGNAL SIGNED. 0211112019 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 RACEWAY LEGEND ADDITIONAL SYMBOLS 58T P> AN L55D P PROPOSED POWER TEL PROPOSED TELEPHONE TELM PROPOSED INSTRUMENTATION FO PROPOSED FIBER OPTICS I�SLDING OP AGILITY PLAN LEGEND 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 5 KIRK KEY INTERLOCK POWER TRANSFORMER CONTROL POWER TRANSFORMER TRANSFORMER CURRENT TRANSFORMER VOLTAGE TRANSFORMER CONTACTOR � � CAPACITOR ENGINE GENERATOR THREE PHASE MOTOR. HP HORSEPOWER AS NOTED SINGLE PHASE MOTOR. HP HORSEPOWER AS NOTED ELECTRICAL PLUG DISCONNECT SWITCH ❑� �, FUSED DISCONNECT SWITCH II�-I1 �I � COMBINATION MOTOR STARTER AND DISCONNECT SWITCH Q Q Lu W y 0 0 Q cc I► 0 a Z! � ' LV z � Q Z o z ui 0 LLB Z W 0 W J V Ix RELAY CONTACT, NC � RELAY CONTACT, INSTANTANEOUS CHANGE RELAY CONTACT, NO FLOWSWITCH O FLOWSWITCH, NORMALLY OPEN 5S SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL KDw DOORBELL PRESSURE SWITCH O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH FLOWSWITCH, NORMALLY CLOSED VALVE SYMBOLS PILOT VALVE SOLENOID VALVE �I I V I CHECK VALVE ��V�III PRESSURE SWITCH PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH LADDER LOGIC LINETYPES COMPONENT INSTALLED INSIDE ENCLOSURE RECEPTACLES AND JUNCTION BOX SYMBOLS 5J CEILING JUNCTION BOX GENERATOR CONNECTION J WALL JUNCTION BOX CONTROL VALVE I HOME RUN TO PANELBOARD OR AS INDICATED COMPONENT INSTALLED ON FRONT OF ENCLOSURE 3 POLE SWITCH LL J W j S N 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 DOUBLE 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 + • W PID FORMAT / SUPERSCRIPT r X=MEASURED OR INITIATING VARIABLE ### Y-READOUT OR FUNCTION XYZ - ABC Z=MODIFIER ABC=LOOP NUMBER INSTRUMENT BBLE ENT P&ID BUBBLE IDENTIFICATION CHART EXISTING FUNCTION 5 P o SURGE PROTECTION DEVICE (ALTERNATIVE) ® O TV , `� a SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED CLOCK TELEVISION TELEPHONE TELEPHONE/DATA WITH CABLE TELEPHONE DATA WITHOUT CABLE / CALLOUT INDICATING CONDUIT PER SCHEDULE XX ^ CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY ] CAPPED CONDUIT 0 INSTRUMENT IDENTIFICATION BUBBLE ISA STANDARDS FOR P&ID 7 o CD w, ui � z O g W " � Z 0 _ > LV o W 0 FIELD MOUNTED DEVICE OR INSTRUMENTuj 1st LETTER (MEASURED 12nd LETTER (READOUTI 3rd LETTER OR INITIATING VARIABLE) I OR FUNCTION) I (MODIFIER) GROUNDING SYSTEM SYMBOLS o m GROUND T=f�flMETAL PIPE GROUND CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. GROUND ROD SIZED PER N.E.C. USE O EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. A B C D E F G H I J K L M N 0 P Q R S T U V W X Y Z ANALYSIS I ALARM I BURNER (BATTERY) I I (BACK) COMMUNICATION I CONTROL I CLOSED DENSITY 1 (DELAY) 1 VOLTAGE - - - - - - - -I- - - - - - - - L- - - - - - - FLOW I I FAIL (FLOW) GAS I I GREEN BULB HAND I MANUAL I HIGH CURRENT (INTRUSION) I INDICATE I POWER (EQUIPMENT) I I - - - - - TIME I CONTROL STATIONui I 1 LEVEL LIGHT LOW I I MOTION MIDDLE USERS CHOICE I I USERS CHOICE I I OPEN --------1--------------- PRESSURE I (PUMP) I (PRESSURE) QUANTITY (EVENT) I TOTALIZE RADIATION REQ'D I RECORD I RED BULB ( ) SPEED (SMOKE) I SWITCH I SOLENOID TEMPERATURE 1 TRANSMITTER 1 (TRANSMITTER) - - - - - - - - - - - - - - - - _ _ _ _ _ _ MULTI VARIABLE I MULTI FUNCTION I VALVE I VISCOSITY (pH) I I WEIGHT 1 1 UNCLASSIFIED I RELAY TRANSDUCER I USERS CHOICE --------I--------�------ POSITION I I 1 1 I I I I 0 FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) - - BACK PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) C/, 0 o z C/) o O U) U' w zo a � W ONE -LINE DIAGRAM INFORMATION w 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 ( ) OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) SWITCH OUTLETS 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. 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 REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE C)6' '� 0 aOf N � 0 a ELECTRICAL SITE PLAN SYMBOLS S STANDARD SWITCH, 120VAC, 20 AMP O S 5 3-WAY SWITCH, 120VAC, 20 AMP � 3 3WAY 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 0­0 LUMINAIRE o o W O W zW W S SINGLE -POLE DEE DOUBLE -POLE S THREE WAY 3 S FOUR WAY S PILOT -LIGHTED P K KEY -OPERATED S LOW VOLTAGE LV S MASTER < o z SCALE: SHOWN �" ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2"S I mil PAD -MOUNT TRANSFORMER 4 S D OS DIMMER OCCUPANCY SENSOR M Q PUSHBUTTON I I I I I I I I ENGINEER. DWG NO.: E001 SHEET NO.: 2 44 EXISTING 8" PIPE CJ EXIT ACCESS H, OUTLINE, /A--'\ EXISTING SUMP WELL VENT PIPE A S201 LIFT STATION PROPOSED UPPER FLOOR PLAN y2" = 1'-09' F A 5201 EXISTING F PRIMARY BASIN e n � d 0 d< O O z ICUT PROPOSED ° PIPE FLUSH WITH 911 EXISTING WALL MIN 1'-3" I� 2'-1PROPOSED SUMP O O EXISTING \ I BACKUP PUMP PING 10" PIPE EXISTING LANDING AT MID LEVEL HIDDEN FOR CLARITY EXISTING PUMPS AND PIPING, TYP. EXISTING ACCESS HATCH OUTLINE, TYP. A S201 LIFT STATION PROPOSED LOWER FLOOR PLAN Y " = 1'-0„ 2 EXISTING LANDING CUT AND MODIFY PUMP RAIL TO ACCOMMODATE PROPOSED PUMP LOCATION, TYP. CUT AND REMOVE DISCHARGE PIPING AND FITTINGS TO ACCOMMODATE PROPOSED PUMP LOCATION EXISTING EMERGENCY BACKUP PUMP MOUNTED DISCHARGE ELBOW AND STAND TO BE ABANDONED IN PLACE EXISTING ACCESS HATCH, TYP. HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED 8" PIPE PROVIDE NPC WATERSTOP GROUTING RING OR APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT u PIPE PENETRATION 1 NOT TO SCALE S201 4 4 Q 4 4 4 a 4 a a 4 4 4 4 v d 4 � v 4 a d p 0 4 v d d 4 v 4 a d p � � v a Ij a � v a a d p o a v d ® a a v 4 4 ® v MAINFL d 4 v 4 ® a a a 0 4 v a Q 4 4 v ® a d p 0 4 v d Q v 4 d p v d EXISTING Da v LINER 4 d 4 a � v a a FI 4 v d 4 a v 4 a 4 RELOCATE EXISTING EMERGENCY BACKUP PUMP EXISTING SECTION S2A01 Y° = 1'-0" 2 EXISTING FIBERGLASS BASIN CONTRACTOR TO CORI THROUGH PRIMAR' BASIN WALL AND INSTAL PROPOSED 1'-4" LENGTI 12" SPOOL (GRxPE) WITI CAP AT A 2% SLOPE PROPOSED 4" FLxMJ ADAPTER PROPOSED 4" SPOOL, (FLxPE), LENGTH TO FIT PER PROPOSED PUMP LOCATION PROPOSED 4" STAND MOUNTED DISCHARGE ELBOW (FL) FROM PUMP MANUFACTURER FOR YGT N3102 PUMP, FLYGT MULTI/JOINT OR EQUAL FILL WET WELL BASE AND SLOPE FLOOR WITH GROUT ENSURE EXISTING COVERED BY PROPO,' EXPOSED EXISTING PUMP STAND WILL BE PERMITTED. SUGGESTED CONSTRUCTION SEQUENCE 1 - REMOVE EXISTING EMERGENCY PUMP, CUT PUMP DISCHARGE PIPE AND RAIL. 2 - CORE THROUGH PRIMARY BASIN WALL AND INSTALL PROPOSED PIPING BETWEEN EXISTING PRIMARY BASIN AND EMERGENCY STORAGE. 3 - VACTOR TRUCK(S) SHALL BE USED FOR TEMPORARY PUMPING WHILE CORING WORK AND PROPOSED PIPE INSTALLATION IS PERFORMED. 4 - INSTALL PROPOSED WET WELL BASE AND FILLET. 5 - REINSTALL EMERGENCY BACKUP PUMP AND ASSOCIATED FORCE MAIN PIPING. PROPOSED SECTION A S201 y" = 1'-0„ 0.00' ET WELL RIM 0E WAS""' 26978 eGISTSol Y, �1 'ZONAL SIGNED: 02111/2019 �ZN HA1 �� of wASN, ,,Ap �uzszsy O STEg�� �SSIONAL ��l SIGNED: 0211112019 z Q Q W uj Q) 00Q ~Oa Z u. ccWLLM ow ~ z W 0 z Z �: OW Vya OTC U J I Z 0 Z Q Q � J cLL � J J � W H J U J � Q F- cn W Q W M O LL- 2i m Q 0 z m 0 c� 0 0 -20.90' w Q cn U) � 1ARY BASIN Z 0 cf)J LlJ 'zw Z Of� 0 0 W w > Fz U W W U ti /Y li U) Z 0 N O (V Q Z(D -23.70' w U) a a o POSED WET Lu Lu FLOOR AND _ INVERT 04 o N ,l, F M -25.70' Q Q w ]STING WET W o =LL FLOORLu z W s o z z w - SCALE: SHOWN )ED oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S201 3 34 FLOW 818-8-LA PRECAST VAULT ° Al 8 a 4 ° a° ° a ° 4 ° a a a ° ° ° a a °d ae EXISTING PRESSURE GAUGE AND SADDLE TO BE RELOCATED EXISTING PIPE SUPPORT TO BE RELOCATED a e 0 I a a I ❑ EXISTING 4" PLUG VALVE I APPROX. °. 3'- (FLxFL) TO REMAIN I 5" I ° a w w w EXISTING 4" SPOOL TO BE CUT AND REMOVED. _ LENGTH TO BE ADJUSTED AS NECESSARY APPROX. 2'-3" a V ° a ° 8 a a a 4 4 a a ° a ad ° EAST VALLEY LIFT STATION EXISTING PLAN )/4„ 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. INSTALL AT NOMINAL LAY LENGTH. SECTION A %4 a e a a a °4 a ° e 4 ° a i EXISTING 42"x42" ACCESS HATCH EXISTING ELECTRICAL GROUND CONNECTION, DO NOT DISTURB PROPOSED '2" NIPPLE, MATCH EXISTING PIPE MATERIAL RELOCATED TEE RELOCATED SADDLE PROPOSED 2" BRASS BALL VALVE PROPOSED 2" BRASS NIPPLE AS REQUIRED, TYP. OF 2 RELOCATED PRESSURE GAUGE TO INCLUDE PROPOSED FITTINGS PER DETAIL ON THIS SHEET. PROPOSED 4" RESTRAINED FLANGE COUPLING ADAPTER RELOCATE EXISTING PIPE SUPPORT RELOCATED PRESSURE GAUGE A M201 RELOCATED DIAPHRAGM SEAL PROPOSED '2" 45° 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 EAST VALLEY LIFT STATION PROPOSED PLAN EXISTING GAUGE TO BE RELOCATED, PER PRESSURE GAUGE DETAIL ON THIS SHEET EXISTING SPOOL TO BE CU REMOVED AS NECESSARY M EV1 EXISTING PRESSURE GAUGE AND PLUG VALVE IN VALVE VAULT OBLIQUE NOT TO SCALL ° a A M201 SH2 V. pF WASll 26978 �GISTER� sSIONAL� SIGNED: 02111/2019 Y pF WASXI 0 �ols�'D'.'� 1-4 �SSIONAL , SIGNED: 0211112019 z Qa z W Z O W y — OCQ �z ~ O a Q Q Z W. � J � uuo(w) a ct Z � J LL. a W U. Q 0 Z J C) Lli >-z cc Q. 4. W ftft J 5 Q W m u- 0 0 0 z 0 c� 0 0 w c a o cn z U Z Oui w w 7n o > U W w W cc li Z O U o rv, 0 o O N CV LL Ern C 0 w c° > o w 0 0 o 0 a N 0 N c2 � 2 Y W W CW W � W s ct >I m L SCALE: SHOWN �- lL Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M201 4F/34 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 PRIMARY FLOATS. REMOVE ONE FLOAT FROM '"'rT'"'r" A " "T "r!""DINING 3 FLOAT ELEVATIONS PER EXISTING FLOATS NOT TO SCALE 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 !02 0E WAS""' 26978 eGISTSol Y, �1 'ZONAL SIGNED: 02111/2019 SIGNED: 0211112019 z Q Q W uj Q) 00Q ~0CC 0 � ~ LLM z W 0 z Z 0ft W Vya OTC U. J � 1-4v I oLL ti o 0 z m 0 c� 0 0 Lu ¢moo cn Z U J LlJ Z ry w C' U W w ti W /Y o 0 ry li U) Z O U rn N o N o CIA ry, O 11 N M 0 Lu U) a�cz L.L. > Lu o ¢o 0 LL o a (V O N M O 0 — U w z w 0 s z w Lu Qz: Z cn 0z _0 Q �a c �. LL L 0 .j 0 >- 2 W � J � J � Q W Cn W Q J W W H 'I m ofz SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E201 5 34 INSTALL MAGNETIC LOCATE MARKER PER SPECIFICATIONS, TYP. OF 3 SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON G001, TYP. 16" ST m cn m m EXISfING VALVE VAULT 0 w w �SMH EXISTING 48" RIM = 21.37 8" IE IN = 7.05 8" IE OUT = 6.97 ST ST 5i SW 1 9TH ST R EXISTING SDMH` RIM=20.66 "CONC=8.66f IE E 48"C — . 6-f-- 2'fFOOT OF SILT AT BOTTOM UNABL INE EXACT IE • n � 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. a ST TOP OF 8" 900 BEND LOCATED PROPOSED FORCE MAIN RESTORE LANDSCAPE TO EXISTING OR 5'-6" BELOW EXISTING GRADE ACCESS PORT, SEE BETTER CONDITION PER RESTORATION 0 DETAILS THIS SHEET DETAILS ON G001, TYP. a G ST ss EXISTING 8" GRA TY _ SEWER MAIN, T L TEL EL —� EXISTING SSMH RIM=21.01 CTR CICIC AN=7. NW WITH FLOW EST TION SCREEN NOT ABLE TO SEE OR FEEL EAST IE R CHANNEL PROPOSED SITE PLAN 1" = 10, I Cv cv ST — (n U) u7 N i I I I I � I I I i I I i I I � I I I I Q I I C I m I i I I i i C!] I +� WATER AT 4' DEPTH I , I I I i 11 ° BENDS VERtICAL TO CLEAR UTILITY (2)1 112" CON UITS FOUND I AT3'-6"DEP; H I I I I I CON DUIT;AT 42" DEF TH I I I I❑ I q•, SS F 8" S5 FM I $" S FAA —'ll'3 EXISTING SSMH I , I RIM = 22.20 ; (ABANDON IN PLACE IE OUT GAS LINE FOUND AT! 6' DEPTH I 48" SSMH RIM = 21.47 8"IEIN=6.79 8"IEOUT =6.78 RESTORE PER RESTORATION DETAILS ON G001, AND CITY OF ST RENTON STANDARD DETAILS TYP. P WR "C--3' X3' w E' A� 2 MAGNETIC MARKER TOP OF PIPE OR ELB( C w m m r _ 20'-O" RESTORE LANDCAPE TO EXISTING OR BETTER CONDITION, PER RESTORATION DETAILS ON G001, TYP ni IT ARID DATt`U nnKInDCTC VV 1 r%llu F r%1 VI 1 VVIVVI\L 1 L WALKWA O NEST CONTROL VVIV I CT4Nf1ADf1 SIDEWALK DETAIL, TYP. V) FUEL LINE NOT FOUND APPROXIMATE LOCATION OF EXISTING TELEPHONE VAULT, DO NOT DISTURB TOP OF BEND LOCATED - 1'4' BELOW SIDEWALK 0 [!1 REMOVE ARID DCDI AGE ('(lNGRETC WALK�niA�v�- TO NEAREST G-9PdTPO-1- JOINT PER GITV STANDARD SIDEWALK DETAIL, TYP. RESTORE LANDSCAPE TO EXISTING ORTOLTEXISTING OR BETTER CONDITION PER RESTORATION DETAILS ON G001, TYP. OF 2 0 I i 46' BEND, Typ- TOP OF 8" 22.5° BEND LOCATED 2'-7" BELOW EXISTING GRADE 01 �16'-0" 1 PROPOSED DISCHARGE MANHOLE i I f ` -20'-0" �.S CUT APPROX. 6'-2" OF PIPE FOR FORCE MAIN ACCESS PORT -14'-911 INSTALLATION AND INSTALL I 01 TRANSITION COUPLINGS, TYP. OF 2 L A C301 f - PROPOSED FORCEMAIN ACCESS PORT INSTALLATION NOTES: PROVIDE VACTOR TRUCK DURING THE INSTALLATION OF THE FORCEMAIN ACCESS PORT. VACTOR TRUCK CAN BE EMPTIED AT THE DISCHARGE MANHOLE AS SHOWN ON THIS PLAN. CLEAN THE DISCHARGE MANHOLE UPON THE COMPLETION OF THE FORCEMAIN ACCESS PORT INSTALLATION. ,OX. )11 TYPICAL MAGNETIC MARKER INSTALLATION PHOTO PROPOSED 233-LA INVERTED VAULT PROPOSED COVER NO.23-2436P PROPOSED FORCE MAIN ACCESS PORT PLAN RESTORE PER RESTORATION DETAILS ON G001, AND CITY OF RENTON STANDARD DETAILS TYP. 1" = 1'-0" SH2 p1 °E WASFjI` 26978 �ECISTEgE�'L SS10NAL � SIGNED: 02111/2019 °N WAS 41 •L 38889 SSIONAL�l SIGNED: 0211112019 0 Z W z Lu cc OvQ � Zoa a A W p (w)Z Z C301 Z 0 Lift ICX W H J oz� as O' W cn Q O � V y a U. cn LA. Mftftft J J W Q . Z J o W z ;.. o Lu :r M o m ti PROPOSED 8" CAP WITH z %" NPT BALL VALVE 0 3'-2" PROPOSED 8" VICTAULIC o APPROX. d4 .' ; ' COUPLING 4'-011 PROPOSED 8" DI SPOOL Q I Q � M FL PE 1 8 LENGTH FITTINGS SHOWN IN PURPLE CAN ( x ) Z w UJ • 1-11 J O BE MANUFACTURED WITH WELDED PROPOSED 8" DI TRUE � o STEEL PIPE. WELDED STEEL PIPE WYE (FLxFLxFL) Q ASSEMBLY SHALL BE COATED PER SPECIFICATIONS. �. �� � � �' � .� ram/ � � � �• � � � � DENSE AND UNYIELDING CONDITION 0 0 0 �� LU 0 a a 0 0 > ui co Lu a i o (V O M � EXISTING 8 PVC PROPOSED 8" DI WYE PROPOSED 8" TRANSITION COUPLING o 6 w o FORCEMAIN, TYP. (FLxFL) TYP. OF 2 Wul o PROPOSED 8" SPOOL (FLxPE), W PROPOSED 8" FILLER LENGTH 0'-8", TYP. OF 2 SCALE: SHOWN FLANGE, 2" LENGTH PROPOSED FORCE MAIN ACCESS PORT SECTION A C301 oil ill DRAWINGISFUS RCALEWHEN BAR MEASURES 2" 2 DWG NO.: SHEET NO.: C301 6 34 x — ST i ., x MISTY COVE CONDOMINIUMS x x �--- x 0+0OB ST— 5T — — 10" w 10" w -- 1 a' w f CAR PORT --- --- x- �- x x r j 4" C1 SS FM - - -- — 4" Q SS FM — 1 +DOB -- ----�_ _�_—�— S T --- �] Rl" w - 10" w 10" w x Ix CONVERTED MANHOLE APPROXIMATELY 35 LF OF 8" GRAVITY SEWER MAIN WITH 15" STEEL CASING, EXISTING WETWELL 2' V x --- I EXISTING ELECTRICAL o w BUILDING EXISTING FLOW METER J AND MANHOLE Lk �71 x x C1 5S FM ----------- ; T --- -~ CAR PORT APPROX. 313 LF OF 6" HDPE , SEE NOTE ii� 10" w 1a" w _- — T i o" w I T 0 w 1. 3 1 x� `cv L5 L I � 25'-6" APPROX. 35-L-POF 4" DI SS FM ' S PROPOSED SEWER PLAN 10" w I � i i T MAGNETIC LOCATE ° MARKER ADDED TO 450 a BEND, TYP. OF 2 0 , 9'-2" FROM CURB 1 i i EXISTING WATER SERVICE DO NOT DISTURB Q �1 67'-0" \ APPROX. f J Lr OF 4 ❑ISSFM ZL SCREENED BASE DRAWING PROVIDED AS !02 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. V . P O of wasXt 26978 EGISTV, l SSIONAL� SIGNED. 0211112019 �ZN HA1 pF wask/ CONCRETE PIPE DIVES DOWN AT 450. STOPPED DIGGING TO AVOID UNDERMINING LARGE TREE. NO ELBOW FOUND 0 38889 °�� AEGIS-rv,?, SSIONAL� SIGNED: 0211112019 0 W cn _ APPROXIMATELY 130 FT OF ? O ABANDONED 6" HDPE WASTE PI E, Q Q RESTORE LANDSCAPE TO EXISTING OR BETTER z W W O CONDITION PER RESTORATION DETAILS ON DWG NO. G001 C.)CONCRETE O Cc (/) = a PIPE LOCATED 5'-0" BELOW ~ — EXISTING GRADE. CONTRACTOR TO O Li.Z a 1+88C POTHOLE WITH CITY ASSISTANCE 0 W O �- CONNECTION TO EXISTING o� ct Z Z 4" CONCRETE FORCE MAIN TOP OF BEND LOCATED 2'-7" 2!Q uj Q J _____________ 4'-6" BELOW EXISTING GRADE A 0 z z APPROX.-f-EF OF 4" W DI SS FM zL INSTALL MAGNETIC LOCATE MARKERS PER SPECIFICATIONS, Q V TYP. OF 5. RESTORE LANDSCAPE TO EXISTING OR BETTER y a CONDITION PER RESTORATION DETAILS ON DWG NO. G001 J APPROX. 46 LF OF 4" J W DI SS FM O TOP OF BEND LOCATED 2'-7" V BELOW EXISTING GRADE 0 i l Lu 207 C06 Q � ■■ . uj CL cc T i o ' n OHP —� 1. SAW CUT, REMOVE, AND PATCH °yp ASPHALT PER RESTORATION DETAILS ON DWG NO. G001 4 � O h N n V) I RESTORE LANDSCAPE TO EXISTING OR BETTER CONDITION PER RESTORATION DETAILS ON DWG NO. G001 0 o m z 0 CD 0 0 U� U U) Q c Z O J z 0LLJ '-'-' w n o I. ¢ > U W W W /Y li F- z O U N CV O (D c Lu a c c U) ¢ Lu � 0 0 0 0 N v¢i o a o Q c2 2s L.L `1 2 w w �w Z c7 w S O Z Lu ¢ SCALE: SHOWN OII ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C401 7 34 4" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 2'-8" PER AS BUILT 1'-8" PER AS BUILT 48"x60" ACCESC HATC a d 4 ° d 8'-0" x 8'-0" x 8'-0" PRECAST CONCRETE VAULT . A U � d 4" DI SPOOL (FLxPE) APPROX. °° d 1'-5" LENGTH. TYP. OF 2 ° 4" DI SPOOL 4" DI FCA, APPROX. 1'-2" TYP. OF 2 LENGTH, TYP. OF 2 ° O d a DO NOT DISTURB EXISTING PRESSURE GAUGES, TO d REMAIN IN PLACE, TYP. OF 4 d SHACKLE RODS, TYP. OF 2 O 4" DI ECCENTRIC PLUG VALVE (FLxFL), W/ %4 TURN OPERATION NUT TYP. OF 2, PROVIDE ONE OPERATION NUT HANDLE REMOVE 4" DI 90" BEND (FLxFL) 4" DI PIPE (FLxFL) APPROX. 1'-5" 4" DI TEE (FLxFLxFL) MISTY COVE LIFT STATION VALVE VAULT EXISTING PLAN /4, 1'0„ REMOVE EXISTING 4" 900 BEND EXISTING VALVE VAULT A M 401 e ° d d° e� ° d ° Q d °° PROPOSED 4"x4" DI TEE (FLxFL) e4 ° d ° d ° ° ° ° d ° d ° d d ° ° A MISTY COVE LIFT STATION VALVE VAULT PROPOSED PLAN 6 PROPOSED 2" BRASS NIPPLE AS REQUIRED, TYP. OF 2 d ° °°d E ° 8 PROPOSED 4" DI 90' BEND (FLxFL) 4 ` e 4 RELOCATED PIPE SUPPORT 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) ° d , EXISTING PIPE SUPPORT TO BE RELOCATED TO 900 BEND OBLIQUE NOT TO SCALE �2 V. � � of wasyr 26978 ��GISTt?` sSIONAL� SIGNED: 02111/2019 ��N HAS Y pF WAg�l 38889 GISTERE� S' �sSIONAL�� SIGNED: 0211112019 z W Q J r Q Z Z`"y>J O�Q Za ~oa0J Wu- OyHQ cc z QC) � Q W ~ Oz C/) ZQ oW � LL _Q0 U Cm y cc W W a LA. > OJ U cn LLI Lu LL C? 0 m 0 z 0 cD 0 0 U� U) C/) Q o Z cn U LLJ Z 0 w w Fn o � W � W /Y li F- Z O U c) or� N O N N ZO cli Lu a c U)cu ¢ L -' w 0 0 Q O d N O LL c2 Z = 0 Lu W zW a 00 W SECTION q SCALE: SHOWN 34„ �0„ M401 Oil 1�� 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M401 8 34 EXISTING 32" MANHOLE V R` ag* CIF I4 µ r .� �atiab - i 4 2 1n4 4 <- A r. i To r� Th T E" EXISTING LOWER LADDER ACCESS TO REMAIN, TYP. EXISTING GRATING TO BE REMOVED EXISTING LOWER LADDER TO REMAIN, TYP. EXISTING CONVERTED WE MANHOLE ACCESS LOWER LADDER ACCESS ELL i •y 4 a, 1 CUT EXISTING VENT PIPE JUST BELOW 900 BEND EXISTING LADDER EXISTING UPPER LADDER CUT A 32" DIAMETER OPENING IN EXISTING STEEL PLATE, AND FILE EDGES TO A DULL CONDITION EXISTING GRATING AND GRATING EXISTING GRATING EXISTING UPPER LADDER CUT STEEL PLATE FLUSH WITH WALL AT LADDER AND FILE EDGES TO A DULL CONDITION VER, DO NOT DISTURB CUT A 32" DIAMETER OPENING IN EXISTING STEEL PLATE AND FILE THE EDGES SO THERE ARE NO SHARP EDGES EXISTING INTERMEDIATE PLATFORM !02 �� V • P O of wasyr 26978 �Ql- EGISTER� 1 sSIONAL� SIGNED: 02111/2019 ��N HAZ WASNI 'r 38889 ERE �sSIONAL SIGNED: 0211112019 W z_ J QQ 0 �W = Z W y Z O0Q a ~ O Cl.Cn Z � F- a J Waco JZ ct Z LV W �aW �2 O Z g Lu O' W > _Qo 0 cr. � o� V y a W a �� > - O— J V cn 5 0 o m 0 z 0 0 N O U� cin Q Z O z 0LLJ U wofin W O � W � `z-" w W /Y li F- Z O U CD N O (V N Z(D cli Lu a U) ¢ LL. w 0 0 o O N v¢ a o LL c2 z = o w W Z W az WLu SCALE: SHOWN Oil 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M402 9F/,4 ELBOW LOCATED 7'-4" Al FROM MONUMENT TOP OF PIPE LOCATED 4'-3" BELOW - 0 EXISTING GRADE INSTALL MAGNETIC LOCATE MARKER PER SPECIFICATIONS, TYP. OF 2 SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON DWG NO. G001 i) 21+84.2, LT 5.7'* ELBOW MARKER LOCATED 11 1-01, � FROM MANHOLE l 0 < ' i! Lu Z Lu _ z Lu Q Q 0 PROPOSED FORCE MAIN ACCESS MANHOLE 300' UPSTREAM FROM MANHOLE DISCHARGE. SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON G001 REMOVE AND REPLACE LANDSCAPE TO EXISTING OR BETTER CONDITION PER RESTORATION DETAILS ON DWG NO. G001 TOP OF PIPE LOCATED 2'-0" u7Z ; 1 1 5.6 m BELOW EXISTING GRADE Q E� � - + SiA- 16+83.3. RT 32.9'* cn C4 i .... .. .m l i _ SHEET Cl ry f 1. y SEE Ift FOR []ETAiL �: , . , �- �•� � �'` PIPE LOCATED 12 -0 1 FROM FENCE /,� *k. _ a 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 MAIN w CONSMUC'IED PER PLAN*' (SEE SHEETS C10 AND C11 FOR PRO 11LE INFO) _ --------------- i _. _..... ...��__— ff m 50,0 i ._ w.... __.......... . _ ru t I . � r fir' �._ Sco ... .. .. .. —. ..... .. � =' i 7 i ... _ ".2,. v i i z ..... _... 2' -.. - .., ..._.. ..... / ��°.. y'�:S ... .. .. ... I .. r. r} 1 9 Is lE .... ..... EXISTING FORCE MAIN PLAN PROPOSED 36" 0 MANHOLE ADJUSTMENT � RINGS AS NEEDED TO LEVEL PROPOSED 1 1"-30' FRAME AND COVER WITH EXISTING SURFACE, SEE APPENDIX FOR STANDARD ° DETAILS, TYP. ° ° F PROPOSED MANHOLE APPROX.5' ° ° CONTRACTOR ad ° / \ ° ° d S ° ° ° . ° ° / \ TO VERIFY ° d b; CUT APPROX. 7'-1" OF PIPE FOR FORCE MAIN ACCESS PORT INSTALLATION AND INSTALL TRANSITION COUPLINGS, TYP. OF 2 LADDER G01 EXISTING FORCE MAIN DISCHARGE MANHOLE PROPOSED FORCE MAIN ACCESS MANHOLE PLAN 1" = 1'-0" PROPOSED 4" TRANSITION COUPLING, TYP. OF 2 EXISTING 4" PVC FORCE MAIN, TYP. 12"-18" 4 PROPOSED 4" DI WYE, a ° d (FLxFLxVIC) WITH CAP, TYP. OF 2 PROPOSED MANHOLE COVER °d d ° ° 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. l al al al a� BACKFILL WITH CRUSHED ROCK COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING CONDITION d 1 4 48" PRECAST SADDLE MANHOLE WITH FLAT TOP AND OFFSET MANHOLE ACCESS d ° 4 FILL PIPE PENETRATION WITH NON -SHRINK GROUT, TYP. ° ° d PROPOSED 4" DI SPOOL (FLxPE), 1'-4" APPROX. LENGTH, TYP. OF 2 d � OUTLINE OF PROPOSED CONCRETE BLOCKS IN `. BACKGROUND, TYP. PROVIDE CONCRETE SUPPORT PROPOSED 4" DI FILLER UNDER WYE, TYP. OF 2 FLANGE, 3" LENGTH PROPOSED FORCE MAIN ACCESS MANHOLE SECTION G 01 1" = 1'-0" PROVIDE 12" CRUSHED ROCK COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING CONDITION -�E WAS&I' 26978 ISTY, 1 ZONAL SIGNED: 02111/2019 �ZN HA1 �� of wASN, ,,Ap �uzszsy N 10NAL �l SIGNED: 0211112019 Z a Z Vo ui r O Z W(0) Z 00Q Qa ~oa Z� Ua W 0 y W ctZ� ILH W J cj) OZg LL O' 0 I► W Q 0 =) Cn Vya JO C/) 0 J �c cc Lu a a a o Q Lu M O 2i m Q O Z 00 O 0 0 0 U I m d U) C/) Q O Z U J LlJ Z 0 LL Iz o � off w Q > U = w W/� U G- li F- Z O U 0 0 � 0 o O zo Lu a c c U) Lu� co o Q o 0 O � O a N O M CD LL 2 Y LLJ w � 0 Lu Lu� SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C501 10 34 A S501 ill 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 EXISTING CONDUIT TO REMAIN IN PLACE. I PROPOSED BLOCKING FOR PROPOSED CEILING, TYP. KEEP EXISTING JUNCTION BOX EXPOSED EXISTING CONTROL BUILDING ROOF 11-911 00, � 10 flEXISTING PROPOSED ROOF IMPROVEM % " = 1'-0„ 4 EXISTING DOUBLE DOOR ENTS PLAN `w A S501 swoo EXISTING POST TO REMAIN, TYP. a " R.D.W \ 40N )TUR EXISTING FENCE SECTIONS ° e ° AND SWING GATE TO BE " REMOVED AND REPLACED WITH SLIDE ACCESS GATES OZ7 4. at roRrz Im 2' D.L FPPE —sLDPE VAHL r fLDCR w 7D DRAY TD SUAIP 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. N / 4- YPHT, 5EE ` sr.Err ar°r3 - 4 ° a SIDE 4 \LO J EXISTING FENCE POST TO n�>uRE 4 DR ! Ar AM_ xHr Q BE REMOVED AND ASPHALT ®swrPrwm 6 5 \ A a PATCHED WHERE POSTS 70' ASWEr: _ n 6 t REMOVED, TYP. I APPROX. 4 ° 26'-811 30—� , EXISTING FENCE TO 0 12' 2' 4 f _f- • a BE REMOVED, TYP. ° I LEAK SEAL (TYA) ' Hx3 4 "6 P 11R a \ a 1 PROPOSED APPROX. " "4 b I xATpr AT GRAoE SX6' 1 V-8" SLIDE ACCESS 2D• TE GATE, SEE DETAIL "° ° 4 ° 4 THIS SHEET, TYP. OF 2 I PwEDDCUR°�,�., Appi vry n n sgAal DE a APPROVED rN ITELD L1Y ° 4 A I APPROX." °a � EXISTING SWING ACCESS 201-011 PER faf x al, TO BE REMOVED, TYP. ° cR7RAroa 4 ° ° I AS BUILT PROPOSED CHAIN LINK d " I r "twir, SEE SHEET C2 NDTE 22 EXISTING FENCE TO REMAIN, TYP. TRACT A" A` STORM DRAINAGE A FENCE, SEE DETAIL a d 4 `' I SEWNERL1r7TSTATION THIS SHEET, TYP. " ' ' 4 �� PROPOSED ° ° GENERATOR 4 --- I LOCATION 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 on PROPOSED CEILING %" GYPSUM BOARD FINISH SMOOTH AND PAINT WHITE NAIL GYPSUM BOARD DIRECTLY TO 2x BLOCKING O.D. END POST PROPOSED SITE PLAN 1Y8" O.D. TOP 1 y= 1-0 " '„ a � KEEP EXISTING JUNCTION BOX EXPOSED WITH PROPOSED CEILING ATTACH CONDUITS AND LIGHT FIXTURES THROUGH CEILING TO TRUSSES SECTION A %4" = 1'-0" S501 PROPOSED TRIM AROUND PERIMETER POST HOLE CONCRETE PROPOSED CHAIN LINK FENCE, SEE DETAIL THIS SHEET, TYP. PROPOSED SLIDE ACCESS GATE, SEE DETAIL THIS SHEET, TYP. EXISTING FENCE TO REMAIN IN PLACE K 4 1 PROPOSED FENCE AND GATE c�] LINE POSTS GATE AND END POSTS (SEE NOTE 2) (SEE NOTE 2) 4811 MIN. DEPTH = 54" 1811 MIN. DIAMETER = 18" 2411 MIN. POST EMBEDMENT = 24" 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 Bjjg2 p1 of WASFjI` 26978 �EDISTY&� 1 SSIONAL� SIGNED: 02111/2019 ',Ap �uzszsy `O �E� I S SSIONAL�l SIGNED: 0211112019 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. o W 2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS cc 4000. 3. PROVIDE KNOX BOX3200 SERIES LIFT OFF DOOR MODEL. co CONTRACTOR TO VERIFY CONCURRENCY WITH FIRE 0 DEPARTMENT. 0 0 5" REAR WHEEL WITH UNIVERSAL rill APPROX. 11'-8" ` BRACKET, TYP. TRACKBRACKET o 4 V . U. 1 1 GATE 10' MAX. POST, �s 0 a 0 o M W o INDUSTRIAL DOUBLE TYP. o w WHEEL CARRIER W z W o u z Z W W � SLIDE ACCESS GATE DETAIL SCALE: SHOWN NOT TO SCALE oil r 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S501 11 34 RH2 yl *"*�, c— EXISTINGI-0111 80/277 - VOLT PRIMARY SERVICE EXISTING UTILITY METER PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" EXISTING MAIN SERVICE DISCONNECT ..I_ — L 100/3 SE I — — I ATS M I Z — — P1 EXISTING GENERATOR RECEPTACLE OUTSIDE C P4 P3 I MTS I I — P2 — I PROPOSED ' I EXISTING MANUAL STANDBY l 100/3 I TRANSFER SWITCH GENERATOR l TM I I I GROUND PER N.E.C. I 40KW I I INSIDE ELECTRICAL NOTES (X X—) ( 1. SEE DWG NO. E502 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E502 FOR ELECTRICAL EQUIPMENT SCHEDULE. EXISTING MOTOR CONTROL CENTER 480V, 3�, 4W, "MCC' NEUTRAL ONE -LINE DIAGRAM NOT TO SCALE / 60/3 �1 / 20/2 I PNLI 120V EXISTING POWER HANDHOLE 15/3 'l 15/3 0 I PFR) I POWER FAIL RELAY WET WELL -&F WASk 'ISVO +ISTERF'91 ONAI, SIGNED: 0211112019 SIGNED. 0211112019 W Z Z J Q Q W Z Lij Z Lu to 0 O�Q Z ~0a W Q y ccz�— Q� LL. a W Q 0 Z Z LL roc ► Q � J � V y a LL LL J J m W +a oa W C s � � H�r_d 0 m o 0 z m 0 c� 0 (D w m o U) cl) o Z cn U J uJ w w lif '^ V/ _O W � U w W U �i f1r li co Z O U rn o Of o cq N N O zo N �vj L wSQ a �i o vUi w 0 0 0 o a N o M � O U w j � o w ¢ SCALE: SHOWN Dll 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E501 12 34 POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES ('D EXISTING UTILITY METER PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/4" (3)-#3, (1)-#3 N, (1)-#8 GRID PROPOSED STANDBY GENERATOR EXISTING MANUAL TRANSFER SWITCH, "MTS" 2" (3)-#3, (1)-#3 N, (1)-#8 GRID PROPOSED AND EXISTING CONDUIT WITH = PROPOSED CONDUCTORS. EXISTING MANUAL TRANSFER SWITCH, "MTS" PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/4" (3)-#3, (1)-#3 N, (1)-#8 GRID PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" EXISTING MOTOR CONTROL CENTER, "MCC" 2" (3)-#3, (1)-#3 N, (1)-#8 GRID AND EXISTING CONDUIT WITH PROPOSED PROPOSED CONDUCTORS. INSTALL PROPOSED CONDUCTORS IN EXISTING O EXISTING MOTOR CONTROL CENTER, "MCC" PROPOSED STANDBY GENERATOR 1" (4)-#12, (1)-#12 GRID CONDUIT. BLOCK HEATER AND BATTERY CHARGER. CONDUIT TO PENETRATE WALL AND CONTINL TO EXISTING MANUAL TRANSFER SWITCH, "MTS SEE DWG NO. E503 FOR DETAI PROPC CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES ' C1 - --- PROPOSED STANDBY GENERATOR PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (3)-#14. (1)-#14 GRID PROPOSED AND EXISTING CONDUIT WITH PROPOSED CONDUCTORS. CC 2D PROPOSED STANDBY GENERATOR EXISTING TELEMETRY PANEL 2" (8)-#14. (1)-#14 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUIT. EXISTING TELEMETRY PANEL PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (2)-#14. (1)-#14 GRID 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 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 6 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 -)jiLDING RECEPTACLES PARE SPARE U - BUILDING LIGHTING 3UILDING EXHAUST FAN 2C _0 - SPARE YARD LIGHT POLE AND RECEPTACLES 20 20 - SPARE TELEMETRY CONTROL PANEL `), 20 - SPARE BATTERY CHARGER 0.48 20 - SPARE BLOCK HEATER 1.76 20 20 - VALVE VAULT STUMP PUMP 2P 20 - SPARE SPARE 20 - SPARE SPARE 20 10 - BUILDING HEATER SPARE 20 2P - BUILDING HEATER SPARE 2C 0 - SPARE SPARE 0 - SPARE SPARE 40 - MAIN ,PARE 2P - BOLLAI SEE DWC E503 DET PROPOSED ST GENERATOR. FOR I MIL SEE DWG NO. E503 EXISTING CONDUIT CONTINUES TO EXISTING MOTOR CONTROL CENTER, "MCC" Ur 1 a 1 H 1 wim m I CRIVR NOT TO SCALE CONDUIT TO PENETRATE WALL AND CONTINUE PROPOSED AUTOMATIC T„ r,,,rlT,k,,, Tr, rRArT�,, MAKI , nrr r„n/n Llr I bIAI 1UN tXl MUM NOT TO SCALE KLIHLAULL) NLVV HAL) T-6" W x 10'-8" L �2 fWAS" 29� �1 'ZONAL SIGNED: 02111/2019 SIGNED: 0211112019 )VE -OR PLACEMENT. z PATCH WANQ Z ASPHALT PER � RESTORATION DETAILS DETAILS ON W LLB y G001. OCC ~oa Q Q Z ,f Z LL. F c/) ui ct ~ LL Z Q W LL J 0 Z Z J Q ADDITIONAL BOLLARDS PER ~ uj U. FIRE DEPARTMENT TYP. OF Q 0 5. SEE DWG N0. E503 FOR a J ADDITIONAL DETAILS V� V 1-ft Z W in CONDUIT CONTINUES TO V' PROPOSED AUTOMATIC J W TRANSFER SWITCH, "ATS" W EXISTING MANUAL TRANSFER SWITCH a EXISTING CONDUIT TO BE REMOVED EXISTING CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR EXISTING TELEMETRY t PANEL PUMP1 PUMP 01 rj 4D I m-, EXISTING TELEMETRY PANEL INTERIOR NOT TO SCALE o 7iol I TERMINATE PROPOSED o CONDUCTORS ti AT EXISTING TERMINAL o o BLOCKS AND FUSES.SEE o DWG NO. E503 w FOR DETAIL. �� cin o Z U J z W O W w n o W w Q W > 0 U U W c/) z O 0 0 0 o U � O N ch N ch LL 0 W co co co W Q 0 ¢o � o a 0 (V O N M O 0 — U w z z w w ul w 0-- 'I m z O F= a U co w Q ofz SCALE: SHOWN Oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E502 13 34 EG CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSHBUTTON, AND CIRCUIT BREAKERS THIS END. INSTALL LBS AND JUNCTION BOXES AS NECESSARY EXTEND EXISTING CONDUITS WITH PROPOSED CONDUITS. SURFACE MOUNT PROPOSED CONDUITS TO GENERATOR AND FUEL TANK WITH STAINLESS STEEL HARDWARE. EXISTING CONDUIT STUB UP PROPOSED CONCRETE PAD EXISTING ASPHALT -\ 7" wme EXISTING SWING ACCESS GATE TO BE REMOVED, TYP. PROPOSED CHAIN LINK FENCE GENERATOR WITH SOUND ATTENUATED ENCLOSURE DUAL -WALL SUB BASE FUEL TANK SECURE GENERATOR AND FUEL TANK PAD WITH 1/2" CONCRETE ANCHORS OR APPROVED EQUAL. EMBED MAX 3" IN CONCRETE, TYP. OF 4. 4" TYP. 8° !02 p1 of WASFjI` EXISTING BUILDING INTERIOR EXISTING BUILDING EXTERIOR CMU CMU BLOCK WALL BLOCK OR CONCRETE WALL ALL WALL PENETRATIONS SHALL BE CORE 26978 Lu DRILLED FROM THE OUTSIDE OF THE BUILDING Ssjo sTEg�1 TO THE INSIDE OF THE BUILDING. FILL ANNULAR NAL U-iSPACE WITH SIKAFLEX 1A SEALANT. SIGNED: oz/»/zols 11-1 o PROPOSED CONDUIT 113", w TYPICAL. B Z f of WAS&& o FINISHED GRADES o 0 PROPOSED CONDUIT r EXISTING BUILDING CONDUIT PENETRATION DETAIL NOT TO SCALE SIGNED: 0211112019 Z a Z �W 0 zWy �U) O()Q QJ _ — ~ O a Q ROUNDED CONCRETE TOP Z LL. (n MIN 6" CRUSHED SURFACING W W 1 z y COMPACTED TO FIRM AND #5 @ 12" O.C. EW, T&BJ STRUCTURAL FILL COMPACTED ct U. TO 95% MAX DRY DENSITY PER UNYIELDING CONDITION � Q MODIFIED PROCTOR. LLI J Ozg � GENERATOR AND FUEL TANK- SIDE ELEVATION VIEW o uu O NOT TO SCALE U. OTC J a v y oC 6 GALVANIZED STD a STEEL Q. M W rug s PIPE. FILL WITH CONCRETE. 4. (n Z PAINT SAFETY YELLOW. 4'-0" 4 � LOCATE @ 4' O.C. J � W �„ � vrl �� � ��� BOLLARD, SEE DETAIL ON W THIS SHEET, TYP. OF 2 a GENERATOR AND FUEL TANK PLAN i /'+ = i -u PROPOSED GENERATOR LOCATION #4 HOOPS @ 12" O.C. (6) #4 VERT RST EQUALLY SPACED I- 2'-6" _ I BOLLARD DETAIL NOT TO SCALE I o A 2i ti 0 0 z m 0 c� 0 M 0 w m cn cn Z o U J W Z � 'z � U w w ti W /Y o 0 ry li U) Z O U 0 (N o o CN ry, O LL ci N 0 W U Ncz U) W 0 0 0 LL o a (V O N M O o — � U w z w 0 s z w Lu Qz: w S w m >I m z O F= a U w Q ofz SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E503 14 34 F401-DC7 ATS POWER OFFLINE F401-DC7 IECTIONS — — — DIGITAL INPUTS, SLOT 3 NOT TO SCALE 24VDC DIGITAL INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS 24N 24N F401-DC7 FUSE 31 GENERATOR WARNING 1 AA GENERATOR FAILURE GENERATOR RUNNING GENERATOR LOW FUEL F401-DC7 FIELD CONNECTIONS GENERATOR FUSE 32 I GENERATOF F4303 501 1/4A FUSE 33 I GENERATOR I—II� rn zn� I YJVJ JVL 1/4A FUSE 34 I GENERATOR F4303-503 1/4A DIGITAL INPUTS, SLOT 4 NOT TO SCALE 24VDC DIGITAL INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS 24N RH2 -&F WASk SEC I S TEgF'9 SIONAL �� SIGNED: 0211112019 SIGNED. 0211112019 z 24N Q Z cn W 0 Z Z Lu(,) p: 0 00Q a� ~ p a Q Z � c V Buoy �— �z� LL- LL Q W J 0 Ozg LL0 o�L� ► Q � J � LA. Cn W J � W LV aJ — W a� .+ 0 o m 0 z m 0 0 0 CD 0 w m ¢moo Z cn J U W LL W '^ V / W _O � U 4z, w W U �i f1r li c/) Z O U rn o o N Of O N zo wSQ a covUi 11 w 0 0 o 0 a N o M O � c U w � \I z Z w W ¢ SCALE: SHOWN 01, 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E504 15 34 REMOVE EXISTING GENERATOR REMOVE ASPHALT FOR PAD FOR PROPOSED PAD AND CONDUIT PLACEMENT PER GENERATOR PER DWG NO. E602 DWG NO. E602 5'a+'€,ri;:,a .,.,Z,c •.G x?u,y,_gy":. •. `t - r' f. / ✓,. n 'L,~•.�x.�GCONTROL � v ;ryf r :•r.+''r: . -.'-:. _ '�r �3 "t':i`% I%o r ,xi. a i _ r .N a a _,..> .,9,... . ... EXI TINh. Y ;. ,j 3 �l .1 S BUILDING 1 - F • Cxf J • 26978 - fit. • �EGISTE EO L-r q EXISTING, SIGNED: 0211112019 WET WELL _ EXISTING VALVE VAULT w u-a - n w _ �, pF s _ REMOVE ASPHALT FOR EXISTING WET WELL - CONDUIT PLACEMENT PER DWG NO. E602 - 38889 sSIO�1 NAL SIGNED: 0211112019 41 g1f . a- t EXISTING VALVE VAULT ; REMOVE EXISTING GENERATOR PAD FOR ftAft PROPOSED PAD AND GENERATOR PROPOSED -.; =� _ -' _r _ ;= GENERATOR PAD - REPLACE WITH ASPHALT OUTSIDE LIMITS tee_ r a a_ OF PROPOSED GENERATOR PAD PER -• 'Lij Lu O r \ 4 _ DWG NO. E602 V PROPOSED _ I Q GENERATOR _ O ~oa REMOVE EXISTING ASPHALT TO REMOVE EXISTING ASPHALT TO LL. Z SUBGRADE AND RESTORE SUBGRADE AND RESTORE W o y O Z ct z ~ — Q EXISTING LIFT STATION - PROPOSED GENERATOR PROPOSED LIFT STATION SITE WORK � a Puj J Ozg Qa oW ::� cn W Q 0 H V cn cn LA. � J REMOVE AND REPLACE EXISTING J ASPHALT FOR PROPOSED CONDUITS W PER DWG NO. E602 W V Lm ix• ore cn i4 ff: �- A. +Yf � . •� 4 ct + '1+ i •, , 9}may ` , ♦ • ,f {` 4 * O u m - _ REMOVE EXISTING ASPHALT TO m .K-' ' t %"� ` 3��•. ' ,} - SUBGRADE AND RESTORE, WITH . CONTINUOUS SLOPE DOWN TO o DRIVEWAY ENTRANCE ,- - cn o * - -�' IIII IV _ f� _ z LLJ w w Fn O_ `z-" w W M CCU U) - I _ � cli O N N Z(D N � �W a U)cu U —LJ - - .mot _ - - , .• - -LLI Y W cw w ¢ z SCALE: SHOWN DISCLAIMER: VICINITY MAP WAS OBTAINED Oil" 1" 2 PROPOSED LIFT STATION SITE WORK FROM GOOGLE MAPS ON FEBRUARY 1, 2019 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C601 16 /,4 6" x 4" RI FLOW r--;> REMOVE EXISTING 6" 900 BEND SHY CREEK LIFT STATION EXISTING PLAN /4„ = 1'0' CSC EXISTING VALVE VAULT LT 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) PROPOSED CEILING HANGER A M601 REMOVE EXISTING COATING FROM VALVE VAULT WALLS PER COATING IMPROVEMENTS ON SHEET M602 O O PROPOSED 2" BRASS NIPPLE FLOW A SHY CREEK LIFT STATION PROPOSED PLAN 4" - 1'-0" PROPOSED 6" DI 900 PROPOSED 6"x6" BEND (FLxFL) DI TEE (FLxFL) 4 ° " C, 1'-811 PROPOSED 6" DI ECCENTRIC PLUG VALVE W/4 TURN OPERATION NUT (FLxFL) 4 °4 ° d � 4 4 4 ° 4 a 4 ° SECTION A 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 SH2 � V. P OE WASkr 26978 �GISTER�� sSIONAL� SIGNED: 02111/2019 ��N HAS pF wAsgl 0 38889 �IONAL�1 SIGNED: 0211112019 Z Q Q Z zWtoO � 00Q ~ �z Z O � a Q � Q J W ct oy cn a �QW Z LL J Q O z O Z J () — uu Z V Q Lucr. W Q = y a LA. L W J cn (] o Lu 0 LL m o 0 z 0 �(D 0 0 U� cl? U) c a o Z (n U LLJ Z O W W V_) o W w W /Y li F- Z O U O or� N O N N ZO Lu a (2) L.L. N W U � O 00 �o 0 a N O M � Z = m W W zcc a 0 Lu SCALE: SHOWN 0. 1 '. 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" i ANsame �— SCRAPE EXISTING PEELING COATING IN THIS AREA, APPROX. 2 SQ. FT. SH2 �VP � of wasyr 26978 �GISTER�� sSIONAL� SIGNED: 02111/2019 of wasNl � s 38889 4�GISTERE� S' �s'SIONAL�1 SIGNED: 0211112019 z = Z Q W Q H Z Luy O Z Ora vW ~oa � z� , ZW uu o y O > ctz� �0 LLM a oC Ozg �a —Qo LJ V y a — W �> W Nwft —i W J W Q Z V Q . + Ore. cn 0 m o 0 z 0 0 N O U� cl? c/) cn Q o Z cn U z 0LLJ W W V) o � W � W W W /Y li F- Z O U CD N O (V N ZO cli LW a cn ¢ LL. w 0 0 o 0 v¢ a N o LL c2 o z = m W W W SCALE: SHOWN Q 1 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M602 18 34 EXISTING TRANSFORMER 10— EXISTING 48011-VOLT PRIMARY SERVICE OUTSIDE FEXISTING MOTOR CONTROL CENTER 480V, 3�, 4W 1 100/3 SE i T 4 NEUTRAL _ _ I I ATS I M I EXISTING UTILITY METER EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" — — — P1 EXISTING GENERATOR 1 RECEPTACLE MTS O I PROPOSED STANDBY GENERATOR 100/3 TM I I I GROUNDPER N.E.C. 50KW I P2 I _ _ I 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 GND BUS 100/3 p PM VM SPD p PHASE VOLTAGE MONITOR METER ONE -LINE DIAGRAM NOT TO SCALE 30/2 240/12 EXISTING POWER HANDHOLE I I I J l 50/3 50/3 J 10/3 TING --OFF, ICAL) WET WELL -�E WAS I 26978 ISTY, �1 �IONAL SIGNED: 0211112019 SIGNED: 0211112019 W z Z Q Q J W W Z W to Z 00 c 0 ~0a Z uu o y O ctz� LLM azLu Q Q Q z � H cc O uu Cn (� _ Q cc VyaJ J W W 1= (:) c/) M O ti 2i Q m 0 z m 0 c� 0 0 Lu U C9 U) Q cn C/) Z O U J LlJ Z w C' U W w ti W /Y o 0 li U) Z O U CD (V N N M O Q Z(D F= Lu a - U) ¢ (2) LL. W � "' a o ¢o 0 o a N O M O Q� — U W 0 W 0 z w Lu Qz: SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E601 19 34 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 Ir t�t 57 lill--- I PROPOSED GENERATOR, SEE —Z EXISTING GENERATOR PAD, DWG NO. E603 TO BE REMOVED REMOVE UPWARD CONDUIT SWEEP FROM EXISTING CONDUIT. EXTEND EXISTING CONDUIT BELOW PROPOSED MANUAL GRADE TO PROPOSED POLE MOUNTED LIGHT TRANSFER SWITCH, "MTS" LOCATION WITH PROPOSED CONDUITS. EXTEND OR REPLACE EXISTING CONDUCTORS AS NECESSARY TO MAINTAIN EXISTING CIRCUITS. REMOVE UPWARD CONDUIT SWEEPS FROM EXISTING CONDUITS. EXTEND EXISTING CONDUITS BELOW GRADE TO PROPOSED GENERATOR LOCATION WITH PROPOSED CONDUITS, TYPICAL OF 4. A - a 4 C2 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� 2_ 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 C 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. (P_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 PROPOSED CONDUCTORS IN EXISTING AND AND EXTENDED CONDUIT C3 EXISTING TELEMETRY PANEL EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (2)-#14, (1)-#14 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUIT PROPOSED CIRCUIT BREAKER PANEL SCHEDULE L NO. L LOCATION: LIFT STATION SERVING: LIFT STATION LOADS 1 2 3 4 5 6 7 8 9:�___10 11 12 240/120 VOLTS 1 � 3 WIRE 60 AMP MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION 'LT RECEPTACLE GFOI /AULT SUMP PUMP vvETWELL LTS LTS TELEMETRY RTU - FLOW METER ACC PANEL HEATER FAN AND HEATER BLOCK HEATER 1.76 20 ',FCI 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 PROPOSI CONDUIT P3 . CONDI CONTINUES TO EXISTIN( MOTOR CONTROL CENT[ "MCC" CONDUIT CONTINUES TO PROPOSED MANUAL TRANSFER SWITCH, "MTS" INTERCEPT EXISTING CONDUIT WITH PROPOSED CONDUIT P2- CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR. CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR CONDUIT CONTINUES TO r\/1('r1A 1rl rM rn Arr P9\/ AUTOMATICRH2 SWITCH, EXISTING AUTOMATIC TRANSFER SWITCH NOT TO SCALE no■ aaa aoa man 0 NOT TO SCALE CONDUIT CONTINUES TO EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" a EXISTING TELEMETRY PANEL SIGNED: 02111/2019 SIGNED: 0211112019 J Q z Quj Q Z Lu Q) V O V Q Lu cr = J Z a LU 0 � ct Z F O LLM Q W Z Ozz as O' H J cn a 0 cc VyaLL L J J W W 0 W Z � w o Lu M 0 2i m o 0 z m 0 c� 0 N 0 Lu U cn 0 o cn Z J LlJ Z W 'z 7_ o w 0 Q > U = LuW/� U CC U) Z 0 U 0 0 � 0 0 0 0 Lu a U Luco � o Q 0 0 o a a (V O cli 0 0 W W Z W LuO Qz: SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E602 20 34 EXISTING RETAINING WALL EG CONTROL PANEL, EXTERNAL !02 EMERGENCY STOP PUSHBUTTON, AND CIRCUIT BREAKERS THIS END. V-0" MIN 12'-8,,A 9'-0" Al_r)llvl MIN �E APPROX. � TOTAL Y " � �V. (MOVED AN ADDITIONAL 4'-0" TO AVOID CONDUIT INTERFERENCE) RELOCATED POLE PROPOSED ,p 26978 ECIST0 MOUNTED LIGHT, SEE DWG GENERATOR PAD SSIONAL�1 NO. E604 FOR DETAIL SIGNED: 02111/2019 of WAS 0 5-0" M IN - 51635 O �EQISTVSV � SSIONAL�l EXISTING 0 SIGNED: 0211112019 ANDHOLEEXISTING HTYP OF 2., 13'-6" BUILDING O z WAft d Q r W Z W y Z L O v Q Lu GENERATOR WITH SOUND ~ O a V ATTENUATED ENCLOSURE ui ui Lift , Z VALVE VAULT 0 HATCH OUTLINE ct Z ~ 0 cn LL QU.j J Oz� QQ 0 UJ I► cn Lu VALVE VAULT � Q WETWELL HATCH 0 -0�� y a U. cc OUTLINE Z J 4'-3" �1 J 3 - " MIN W W WETWELL CHIMNEY / \ BOLLARD AND BOLLARD FOOTING, SEE Z DETAIL ON DWG NO. E503, TYP. OF 2. cn 4'-0" MAX o o cc GENERATOR AND FUEL TANK PLAN 1 /2" = 1'-0" " M SECURE GENERATOR AND FUEL TANK PAD WITH 1/2" CONCRETE o ANCHORS OR APPROVED o EQUAL. EMBED MAX 3" IN 0 CONCRETE, TYP. OF 4. DUAL -WALL SUB BASE FUEL o TANK U' C cn Z o cn U ui PROPOSED 4"TYP. z w O CONCRETE PAD Fn o EXISTING ASPHALT 8" W z Lu U /� li U) CD li • • • • • • • • • • • • • • • • • • o o O z Lu a U ¢ co Lu � o Q ¢o 0 o 0 a CD N M MIN 6" CRUSHED SURFACING o #5 @ 12" O.C. EW, T&B STRUCTURAL FILL COMPACTED COMPACTED TO FIRM AND W TO 95% MAX DRY DENSITY PER UNYIELDING CONDITION W MODIFIED PROCTOR. SCALE: SHOWN GENERATOR AND FUEL TANK SIDE ELEVATION VIEW oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E603 21 34 V . Pq O of WAS 26978 �E0ISTsv� 1 SSIONAL� SIGNED: 02111/2019 of AS&t 0 51635 O �E(i SSIONAL�l EXISTING BUILDING INTERIOR EXISTING BUILDING EXTERIOR CMU SIGNED: 0211112019 CMU BLOCK WALL BLOCK OR CONCRETE WALL - ALL WALL PENETRATIONS SHALL BE CORE Lu DRILLED FROM THE OUTSIDE OF THE BUILDING J TO THE INSIDE OF THE BUILDING. FILL ANNULAR Q 0 SPACE WITH SIKAFLEX 1A SEALANT. z V 0 WAN PROPOSED CONDUIT "LB", Q a w TYPICAL. uj o FINISHED GRADE W y 0 RELOCATED POLE O = J MOUNTED LIGHT ~ a W PROPOSED CONDUIT ui Liftj W o �, z ct z� pcn EXISTING BUILDING CONDUIT PENETRATION DETAIL a W — J OzaQ NOT TO SCALE � 0 Z E- cn � LLI RELOCATED POLE Q 0 Q U. LA. � J ANCHOR BOLTS SIZED AND INSTALLED J PER MANUFACTURER'S INSTRUCTION. W HANDHOLE W GROUND LUG LIGHT POLE BASE PLATE. GROUT BASE #6 AWG COPPER 0 PLATE WITH NON -SHRINK GROUT AND V GROUND CONDUCTOR SILICONE CAULK AT EDGE. CONCRETE CYLINDER FOR C 6" ANCHORING STEEL POLE. 450 FINISHED GRADE -- CHAMFER AROUND EDGE. i I j 24" MIN o Lu NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING i i cc 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS o I I o m (TYP) \ CONDUITS AS SHOWN ON �/ '-o..'- .' .•. ..'--'-o.•.'-o..'-o.•.'-o..'-o.. �� o � �� i i � SITE PLAN m o O o•.�•.':off o•.o•.o•0 .11 \ X O o. ' o. ' o. ' o. ' o. o. ' o. ' o. ' o. ' o.cQ CvO \� o. o.•.'-o. o.-.'-o.. 'o. o.-.'-o..'-o.•.'-o.•.--o..--o.•.'' j < w � 1 911 \/ o. o. o o. o. o. o o. o. o o. o. o. u) E 0 z o:. o. o.. 'o.. 'o:. 'o.. 'o.. \ ao >_ z--------- i (6) #4 VERT o '13.z a /� EVENLY SPACED COVER OVER N 6" \ 3�� f \ U ` ------------- � o 0 GROUND ROD #4 HOOPS 12 O.C. Q c . \ @ HIGHEST CONDUIT IN O C1 ,� 2°_p �, z o ui TRENCH SAND BEDDING MATERIAL PER z w O WSDOT SPECIFICATION 9-03.13 U 7n o 3 MINIMUM DEPTH BELOW �� -- ----- / ELECTRICAL CONDUIT NUMBER AND z zLLJ BOTTOM OF DEEPEST CONDUIT--- SIZE VARY AS PER SITE PLAN. MAINTAIN U c z INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY CD 0 0 CONDUITS AND OTHER CONDUITS. OUTDOOR SITE LIGHT DETAIL C"io o 1 z TYPICAL ELECTRICAL TRENCH DETAIL Lu o NOT TO SCALE co co > w w NOT TO SCALE 0 0 o 0 NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL a N BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. o � U w � z w O L Z z w w � SCALE: SHOWN oil 11, 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E604 22 34 GENERATOR F. GENERATOR R PROPOSED FUSE, TYP. A4101—DC30 A4101—DC30 NNECTIONS TOR FAIL DIGITAL INPUTS, SLOT 4 NOT TO SCALE 24VDC/120VAC R9D18 RUGID COMPUTER INPUT MODULE BLOCK, TYP. INSTALL PROPOSED TERMINAL BLOCKS AND FUSES IN AVAILABLE SPACE 24N 24N A4101—DC30 1I11IIcolohi FUSE ATS ST) ATS STANDBY 1/4A Li A4161- DC30 DIGITAL INPUTS, SLOT 5 EXISTING TELEMETRY PANEL, INTERIOR NOT TO SCALE NOT TO SCALE 24VDC/120VAC R9D18 RUGID COMPUTER INPUT MODULE Ni 24N 2 !02 0E WAS""' 26978 eGISTSol Y, �1 'ZONAL SIGNED: 02111/2019 SIGNED: 0211112019 WAft W Q � � W W Z Lu c� J O 0 Q Lu ~0a ~ Z � I Z Z W oy 00 OC Z F— — — LL. a W H pz� QQ o uu U c/)LL —Qo �— VyaL� —0 LL.� J J W W V C) Cn Q W o Lu M C? ti � Q > m O Z 00 O Q co O ui I U c'? c/) Q cn cn Z O U J LlJ Z � w � = LL W Q LuW/� in > O � U U li F- Z O U CD (V N o N NO M O Q ZO F= Lu a L.� c W U co Lu O � O O a (V O M O Q — U w � O Z w w cr- SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E605 23 34 FM SITE ACCESS PORT AND MANHOLE APPROX. DEPTH ACCESS PORT NO. SIZE (INCHES) APPROX. DEPTH TO TOP OF PIPE (FT) UZL A 1 12 9 B 2 8 6 C 3 8 5 C 4 12 7.5 DAND E 5 8 4.5 E MANHOLE 5 F 6 8 4.5 G 7 8 4 G 8 8 4 H 9 8 5 1 10 8 6 LEGEND ACCESS PORT ACCESS MANHOLE 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. 100' WETLAND BUFFE l 1p" LOT 1 EX. LIFT STATION — AND FORCE MAIN TO BE ABANDONED (SEE SHT.C10 FOR PLAN & DETAILS) 6"FIR 30' I I 1 1 r I ! All I I A l d I • r r r _ I la I o - d - 1 ' I I I ' r .R; CITY TO OPERATE VALVES FOR FLOW AND ' = STORAGE CONTROL DURING CONSTRUCTION, INSTALLATION OF ACCESS ' = PORTS AND MANHOLES, WET WELL COATING ---REMOVAL, AND INSTALLATION OF AIR VACUUM ASSEMBLY. SEE SPECIFICATIONS SECTION 11.15 FOR DETAILS. � c L- CONNECT TO FRENCH DRAIN (SEE SHT. 8) 8" 45' BEND (MJxFL) 8" 22.5- BEND (FLxMJ) :.i W/ CONCRETE BLOCKING (ROTATE VERT. AS REQUIRED) j 845' BEND (MJxMJ) s. I W/ CONCRETE BLOCKING (ROTATE VERT. AS REQUIRED) f 8" SOLID PVC d � I 8DLF-6 J i• 4"CE ;FRENCH DRAIN us Ia • j I , 6"C E 4"P M u }� • x Lu �• PIc 14'TALL i 6 PM 6"CE = B° ARBOR TAE l / 6"CE 2 W _ r -- • RS dam-- s I c - - - - - -- - _ _ _ _ s z; +� 'FORCE — 5" MAIN X8" CONTRACTOR SHALL POTHOLE VEE TO DETERMINE LOCATION AND EX.1 SEWER I+ DEPTH OF FORCE MAIN PRIOR --------------� _ TO FORCE MAIN CONSTRUCTION NE 26TH STREET 1 8"PVC C900- ------------ +rr-- � - rr-- _ --w — � WVl E FORCE MAIN TO-__�------ -------_-__--- -- --- __ -_—- w —wr — -- -- —W BE INSTALLED BY �` ERR Cs I OTHERS Q CONC t 2'TALL LAUREL <'ft \ r I � a@- 2'TALL LAUREL. DRIVE 'ALL t . �U�F� •` I r "I,. E PROPOSED FORCE MAIN ACCESS PORT NO. 1 SAW CUTIr1'.FH- � REMOVE AND PATCH ASPHALT PER RESTORATION I , 1= fdI A nFTAII S nN DWG Nn GM1 TYP 66 A5 A8 A7 JA2 FLAGGED EDGE OF WETLAND A TRACT "A„ CHAIN LINK FENCE ERATOR SET 1L------ _-- N x I ,I F ----- ---_ , it T71 III CONTROL I i OVERFLOW I I VE I I.BUILDING i STORAGES l I I LT VAULT ; I � PROPOSE 12" BYPASS--, + _' m F°e\. �, i WET i 10' TEMP. CONST% WELL' I EASEMENT (TYl RRs 15, LANDSCAPING — x` PER SHT. L1 `� . •� PROPOSED 12"PVC ��, Gfi+�IIQ- "'GRAVITY SEWER • j -I - Ex. 10' PERM. ES`T-. 1(TYP.) r %` DRAINAGE r�G' Tf L]\ A L I I -I f• f ESM T. P T` � S T O E GE /5�CE PROPOSED 8" PVC I• I C900 FORCE MAIN �• f 6 SEE TYPICAL �• / /4'WIOE i C9 TRENCH DETAILS �• ARBOR WITH I / �• I "STONEGATE EX. 8' DIAM / / SIGN,. WET WELL o ELECTRICAL 6..0 E • i cn CONTROLS EXISTING SITE PLAN A 30' t f I I1I I zi i a f r 1 I �I f �PROPOSI _ TRANSFt � I I PROPOSED 48" 0 NAAKlUnl E MITU M AT-rnil 5" PROPOSED FORCE MAIN ACCESS PORT PLAN RESTORE PER DETAILS ON G001 AND CITY STANDARD DETAILS, TYP. PROPOSED MANHOLE IF EXISTING GRADE TO TOP OF PIPE IS GREATER THAN 5 FT, USE 12" FITTINGS AS SHOWN. IF LESS THAN 5 FT, REMOVE REDUCERS () AND USE FITTINGS FITTINGS SHOWN IN PURPLE CAN BE MANUFACTURED WITH WELDED STEEL PIPE. WELDED STEEL PIPE ASSEMBLY SHALL BE COATED PER SPECIFICATIONS. 1'-6" 3'-2" PROPOSED 8" DI WYE (FLxFL), TYP. OF 2 EXISTING 8" PVC — 2'-10" FORCEMAIN, TYP. PROPOSED 36" 0 MANHOLE COVER PER RENTON PROPOSED 36" 0 MANHOLE ADJUSTMENT STANDARD DETAILS RINGS AS NEEDED TO LEVEL PROPOSED jFRAME AND COVER WITH EXISTING SURFACE, SEE APPENDIX FOR STANDARD DETAILS, TYP. PROPOSED 12" CAP WITH 1"/ 4" ; NPT BALL VALVE PROPOSED 12"/8" VICTAULIC COUPLING PROPOSED 12"/8" DI SPOOL (FLxPE), LENGTH VARIES WITH FORCEMAIN PIPE DEPTH PROPOSED 12" DI TRUE WYE (FLxFLxFL) _ PROPOSED 12"x8" DI ECCENTRIC REDUCER (FLxFL), TYP. OF 2 PROVIDE 12" CRUSHED ROCK COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING CONDITION PROPOSED 8" TRANSITION COUPLING PROPOSED 8" SPOOL (FLxFL), APPROX. V-11" PROPOSED 8" SPOOL (FLxPE), LENGTH LENGTH 0'-8", TYP. OF 2 PROPOSED FORCE MAIN ACCESS PORT SECTION o, SH2 �77V.P of wASyr 26978 ISTER� sSIONAL� SIGNED: 02111/2019 A C701 �� oy WA -I& s 4 38889 4`�'GISTERE� S' �s'SIONAL 0 SIGNED: 0211112019 z WAft Q Q � " Z _ Lu O zWy-Z a a � Z� a ui � y � W Q U. uj O' W 0 Q Q W � y a Q � C� 0 � W a ZO J 0� F a cn o + o u- 0 0 z 0 CD 0 0 UI CD c Q o co Z U 0ui w w o n � W W W W li C/) Z 0 U of CD O (V CV cl 0 m w C C in co co w W 0 0 a N 0 CM Q z = 0 w W � z W W W s cr 'I m SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C701 24 34 CB TYPE II RIM=356.97 IE-343.07(N,SE)24"AD5 IE=343.27(W)6"PVC SSMH RIM=357.38 1 CTR=340.92 SSMH RIM=333.77 IE C17�Z321.86 RIM=334.11 IE=328.51(NE,SW)24"ADS IE=328.71(SE)12"ADS CB SOLID LID RIM=336.25 IE=330.75(NE)24"ADS SSMH IE=330.85(S)24"ADS RIM=335.92 IE=331.45(W)6"ADS IE CTR=324.55 J SDI �rJ 5 it saw dP r -s _ dl �Y , CB SREM=333.3$ TA. 23+32 fE=330.13(NW)12"ADS 1-80 11.250 BEND (MJ) • °,/ viol/ / / , / ,.' ' > � SDMH INSTALL FM � 5' EAST OF EXIST. SEWER MAIN FROM N C'4 "", I ,/ Lij z SSMH RIM=332.19 IE CTR=319.64 LYONS AVE NE ` i Al I -77 316 IF B PYc (C900) Fitt RIM=335.73 SDI STA. 23+25 TO STA. 24+25 IE=329.53(NE,S)24"ADS fE=328.03 MON. TO BE SURVEYED AND 18"ADS REPLACED IN ACCORDANCE WITH SPECS. FOUND PUNCH IN /r a� /' . BRASS DISK IN CONC MON/CASE CB RIM=350.63 fE=347.68(N)12"ADS SDMH RIM=350,92 I L= 344.22(NE, W)18"AD S 13 LF-S- PVC (C900) F SSMH RIM=351.32 SMH IE CTR=338.72 CB TYPE II RIM=35D_09 IE=342.59(N,SE)24"ADS IE=346,29(S)12"ADS IE=346.59(E)12"ADS IE=346.99(NW)6"PVC STA. 18+47.9`LT 1-W 45- BEND (RxMJ) 1-0� 22.5' BEND (FLxMJ) CB RIM=331.37 IE= 328.22(N W)12"ADS DEFLECT PIPE PER MANUFACTURER'S RECOMMENDATION (TYP.) EXISTING SITE PLAN 6 SSMH EXISTING SITE PLAN C 1 " 20' PROPOSED FORCE MAIN ACCESS PORT NO. 2, SEE DETAILS ON DWG NO. C701, SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON DWG NO. G001, TYP. SDMH RIM=331.98 IE=319.38(N)36"ADS IE=319.78(E)12"ADS IE=326.08(SW)24"ADS IE=327.48(SE)12"ADS SSM H RIM=330.91 1E CTR=317.59 ! l4*4i i 41, .l Lo �. `�!r✓� �� `�l]� 4��+* \tip T RE-ESTABLISH EX. MON. IN + ACCORDANCE WITH SPECS. � ♦1 co FOUND PUNCH IN BRASS DISK IN `\ U) CONIC MON/CASE ��, r� w \ z H PROPOSED FORCE MAIN ACCESS PORT NO.3, SEE DETAILS ON DWG NO. C701, SAW CUT, REMOVE AND 1-8' 11.250 BEND REPLACED IN ACCORDANCE- (MJ) WITH SPECS. FOUND PUNCH IN BRASS DISK IN CONC MON/CASE 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. Z Lo 04 N Lu z_ rJ, V !02 V P,1 pE wasXl Q . 0 26978 �EGIST Evv, SSIONAL� SIGNED. 0211112019 �ZN HA1 61 wask� C / 0 38889 �IONAL�� SIGNED: 02111 /2019 Q Q r W uj Q) O0Q ~Oa Z � Wow CC z Q W Ozg OW Vya OOC U. J I ti u- O 0 z m 0 CD 0 N O U� CD U cn Q O J W z 0 W W V_) o > U W w Lu� /Y li F- Z O U o or� N O O CN LL N M 0 cM W c c U) W 0 0 0 `; o v¢i a NO N c2 0 Z 2 0 W W z3 W C W Z O Z Q J cn �. W LL t J cn W o H W Q cn 0 O Lu a Zp O oC F W >I a SCALE: SHOWN OII ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C702 25 34 I l k I 1 I I 17 ' I SCREENED BASE DRAWING PROVIDED AS a c�, n I� ''� •y .v A GENERAL REFERENCE OF EXISTING SITE PD -Z, IMPROVEMENTS. THE BASE DRAWING IS =~_ rn FROM A PREVIOUS PROJECT. EXISTING SITE IMPROVEMENTS TO BE VERIFIED BY co �. 'c) Il I I y ; , a� CONTRACTOR PRIOR TO CONSTRUCTION. o PQ C) OR co L11-VIAFOUND PUNCH IN C lON BRASS DISK IN CV `.SH7-4E "' CONC MON/CASE f / i i` r., y I�� ` RIM-360-39 ♦ I ► �r SSMH IE=343.89(N,SE)24"ADS RIM=360.50 ,ri it ', �� IE=354.79(W)12"ADS N ♦'7. IE CTR=341.74 3- / ' CB TYPE II fc- ♦ I �� 1,� _ _ :, - -RIM=355.99 �� II 1 J, �.,��-' -• _, --,ti H '� ♦G' / IE=345.69 NW 24"ADS C6 TYPE II f r-� PROPOSED FORCE MAIN ACCESS PORT N0.5 � ) �� _s �;_�_ -- -- -• � �'� IE=345.79(SW)24"ADS RIM=357.9$ -h Y SS_ - ' ` - - -. k�.-- -- -;,. - I -s�- -- - - Lo SEE DETAILS ON DWG N0. C701, SAW CUT, - IE=352.49(NE)12"ADS IE-344.78(NW,SE)24"ADS ��� � . , ..�'� 4;�---' --- �i, REMOVE AND PATCH ASPHALT PER IE=353.08 NE 12"ADS -` - "- I ,;,--��r---_. - R ( ) �-_ + RESTORATION DETAILS ON DWG NO. G001, TYP. IE=353,68(NW)6"PVC 6+00 _ STA. 13+32,7'LT -=� - - `~ ���.�«• _s -s.�� � SSMH 1-8" 11.25- BEND (MJ) y RfM=356.90 j=�d ..+w��"'� -- - i IE CTR=343.53 l 1 - - s'''- =15 --- --tsr ----- " ---- -. ==- LEA z J pvc PW� � - __ _ --•`"--' � -• _ • ^a• T SSMH RIM=360.20 _ `' '�-. "i"".,�-_-� 13fQ�-- [ -•__f_ l _- •y � . 'I. IE CTR=341.45 FOUND PUNCH IN - ��- - "' --�; - _ =• i BRASS DISK IN '- - - - i - - ;i- _ _ FOUND PUNCH IN CONC MON/CASE ��`" tiv-.. �v--i --�� BRASS DISK IN CONC MON/CASE --.h • f 1 R M=357.37 Z STA. 39+86, 16.21T (NE 22ND CT)= FOUND PUNCH IN IE=354.17(SW)12" ADS ,k STA. 11+71.5 (CL LYONS AVE NE) SSMH BRASS DISK IN 1-8" 45' BEND RIM=356.36 CONC MON/CASE IE CTR=342.99 CB RWM 356.13 IE=353.03(SW)12"ADS R"2 7� V. W O of wasXt 26978 �EGISTER�� t SSIONAL� SIGNED: 0211112019 ZN HAL of WAS kt m � 0 38889 �S'SIONAL�� SIGNED: 02111 /2019 wallwa Q Q r Z W Lij y 0 00 CC �Z ~0a Z LL. QQ uuou, Q: IJ cn a Z Q F. LL Lu 0zg uj :3 EXISTING SITE PLAN D w 1 "= 20' ~ IF RI ��s QCc cn L u a Q 92 �' /4, � Ss�'a�N dos L u a _ y9 �� y Js ryp S I DEFLECT PIPE PER 0 ' SE.}�2 of 100e /c qps 5 F MANUFACTURER'SCL ----------- RECOMMENDATION - - ----`=�___ RECOMMENDATION (TYP.) (n 9� s 37}� -s{�- - =--sn --_ s�-- =ss ;r-_- ` 452 LF-8" PVC (C900) FM 7 —SS-----SS--- QQ S PROPOSED FORCE MAIN ACCESS MANHOLE - _ : F .�k x, >ft "" -� ' �� 7 -` SEE DETAILS ON DWG N0. C706, SAW CUT, ;• :� 'j"� _ `Op . � _`�-`�� � ._-� � ,.`-��_� s�.i � = � � � '-•� a ��� o W REMOVE AND PATCH ASPHALT PER r ti+ 56 --_;�;�::� ., �. �E. '_ -- '.5. =ram '-�� ��' 3S �y R�a�j cc RESTORATION DETAILS ON DWG N0. G001, TYP. , ' r✓ -low■■ CONST. BASELINE �E V. a C� �P t _ .'r _ ■ ■ r r _ )Q 98�jr� y 96$ 1 �5� ■-`D. lye (IV •/�V r y - K J ��■■� Jam. ` 06, �jf 'E�� QS CIO i■ �- ��: �� 1 'fir CD c) > eT �1--7 -4,f i r 1F-3 �a a - _ ` os h ■ -T 9 - . - • x v CD gjr. �G' _��rr I ■`/'ter �� �% Qa ` • Q .0 y ti i► I .! f �►■ y ii �3rs �� ���, ��\� `� �v�� _ y�� �E Q� f I• I cn Q O . & / f f r l C'� "� ,s•� s' rf � ,3? �j R��9� r}'A rK `` ♦�4 �5+- \ � I� r� � z z > > 7 3 s.3 �S 3s �`` `, ♦ .ram f `� - �!. LV B �`� } �• • 1E� '3 ' ark E�ys,, s 2 : , cc U) `\, STA. 35+01 1 LT q -*CD of CN 1-8 22,5 BEND (MJ) or N C O ROTATE THRUST BLOCK 5 Ss ° criLu U TO NORTHWEST SIDE Iyi_ ,, ! w OF BEND & STRAP TO '• �' i J' \o FORCE MAIN AS STA. 39+62,7'R9 o 0 0 NECESSARY TO Q f f Q N 1—$ 45' BEND -"► 1 r � � f "' a oN ,f PROMDE CLEARANCE FROM STORM DRAIN Zn �� ,�f r PROPOSED FORCE MAIN ACCESS PORT N0.5'j z W ,�r EXISTING SITE PLANE f-';��' - , ' -\' ,� STA. 3+>6,1s.2'T (NE �T�= SCALE: SHOWN 1- 20 "' " - STA.11+71.5 (CL LYDNS AVE NE) 1-80 45 BEND oll I" 2" 34 LF—a" PVC (C900) FM DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C703 26 34 PROPOSED FORCE MAIN ACCESS PORT NO.8, SEE DETAILS ON DWG NO. C701, SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON DWG NO. G001, TYP. c) _- Lo N r- -y ti A. W s- -- - --- -Ss ZiisiasiA -77 U PROPOSED FORCE MAIN ACCESS PORT NO.6, SEE DETAILS ON DWG NO. C701, SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON DWG NO. G001, TYP. CB RIM=441.21 - k PI IE=438.91(S)8"CMP =� REPLACE EX. CB w/TYPE 1 CB NE 20TH ST ]E=428.91 (B"S) LS WM 12'0 MAGNOLIA " SG N ---.41 .AEI CONST. BASELINE r sn--- -- --sD----- -5b-- Q-sb--- - L` 97LF-8" PVC (C900) FMB* Z a i r .. i a i i iir iiii iiii -- Ji a i r a i i i a cl I SDMH RIM=443.57 IE=439.57(W)12"CONC �•'. IE=439.47(S)12"CONC 1 i CB IE=439.37(E)12"CONC j RIM =443.44 ! IE-=439.94(W)12»CMP IE=439,74(N)12"CMP WM IE=439.84(S)12"CMP UTILITY DITCH (PWR, PHONE, CATV, GAS) SDMH RIM=441.73 iE=437.13(W)24"CONC IE=437.03(S)24"CONC NE & SE 3-23-5 �9 y Xx -" �•` �o / r/ SDMH '� . A/ RIM=441.25 t� X / IE=430.55(S)18"CONC ♦� / IE=430.35(E)18"CONC '.r` CONST. BASELINE IE=430.35 8" `s / / IX STA. 32+76,7 LT 1-8" 45- BEND (MJ) � � 11LF-8" PVC (C9QD} FM STA. 32+58,1'RT -- �* /'' SDMH 1-8" 45' BEND (MJ) / W / RIM=441.54 IE=438.24(W)12" IE=438.54(N)8"CMP IE=438.54(S)8"ADS 1W- - '�r-- - - - -- 30 FR R 36"FR wM ----P- I i o Pr 20' Q' I � pp / U RIM= 441.31 STA. 32+17.11'RT IE=439.01(SW)8"PVC 1-'8" 45' BEND (MJ) I 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. PROPOSED FORCE MAIN ACCESS PORT NO.7, SEE DETAILS ON DWG NO. C701, SDMHL.L. SAW CUT, REMOVE AND RIM 444.01 z PATCH ASPHALT PER IE-437.61(N)12"CONC RESTORATION DETAILS ON IE=437.61(W)12"CONC 11J _ DWG N0. G001, TYP. IE=437.51(E)12"CONC > " IE=438,01(NW)10 CMP FOUND PUNCH IN IE=459.69(N)12"CMP IE=459.71(E)12"CONC i BRASS DISK IN IE-459.81(NW)1 2"GONG SDMH UTILITY DITCH O CONIC MONJCASE IE=461.21(N)8"CMP RIM.-446.95 (PWR, PHONE, PB FOUND PUNCH IN CB 1E=442.55(W)12"GONG CATV, GAS) R5 5 TALL RIM=446.57 CB 16"FR LAUREL BRASS DISK IN IE=443.57(S)8"CMP ! E 20TH ST CONC MON/CASE (.03 S OF CALL LINE) IE-442.35(E)12"GONG RIM=443.24 ;- _t IE=444.37(N)8"PVC IE= (N TO CB) iE=440.44(SE)12"CMP FH n WM t # v E!J £ LS W RS WM LS`GPFif 1 - C7) , I -- - --,L l3 00 _ _ + _ `• _ " I ` I WM W �� -I WV s CONST. BASELINE - - - - - •i' - - - ' -�; �,• , ; •\ I ='� - YY--- LAi- - 'U1 �•-1�•= � ` \ co 2Z7+00. SI)- _ iNV --- S[J -- -5b- --- - I da� - ►1- - ar -'�v- - - - :i'� - ,�I SS M0_. N T� j SD---- --5!l- - -- .. -- In srf # I _ a I -., s.. - I I -» ----•ems- -- •.-ss�-•---� - �raari � --SS----�-- -S a i i Ir a s _ T.__,_-S�J - -� - - � - • - - - - .. a a i „„ 'loom 539LF-$" PVC (C900) FM � --�--. - ' � I a - i s a w i a i i i i i a - �- -t�5 �-- �, � � - 51- ----- + saiii�r��i-iaai rri4iraaiii i `-Ss-_, -- SS--1_F- F tl> �_ 31'aaCr .;:�.�- ; - -- - ir�siArraa saisia I c --5�- r Vl I . f' Arras-arie�eawaiaiia sa i. - --- -5: -- ----SS-------<-c.._. 4. 2 - iraiiraaiiaa� as _ 5;- SS--- - -- ! WM 1 ua I I Sl- -- - -SD- - j ---aARiA■aar si-cilia -SS- 55f1UJ �4 l!} I I - -'� - - ai iaa aai is a- iaa is Ift ia. i 8 CE 10,>B I 10"M P \� 1 1 w PR WM . • - � � J - - - i- SSMi i F MH RIM=457.05 I MH _ I Q RIM=464.16 IE-446.35(W) �� :' -- Ise,-.�::�- -- s: RIM=449.62 10'FR -- F�,�• p....�^ _.� \ I + 2 IE=455.96(E) IE=446.15(SW) iE=439.62(E} P _ IE=456.16(W) IE=446.25(SE) / N, I-�. IE=439.72(W) CB SSMH`.�� !P- UTILITY DITCH IE=446.25(E) l 1 �1 SDMH RIM=446.54 (PWR, PHONE, RIM=444.04 CATV, GAS) L,iJ REM=455.26 E=433.54{W)12"CMP UTILITY DITCH 1=431.04(N) { C8 IE=450.96(S)12"CONC F=433.54(F)12"CMP (PWR, PHONE, IE=431.24(S) I 5 RIM=456.27 ' IE=450,86(E)12"CONC CATV, GAS} IE=431.14(W) M n f� IE=453.17(E=)12"CMP J, CB CB IE=453.77(SW)6"PVC RIM=455.69 RIM=443.28 IE=451.69(N)12"CMP IE=440.44(E)12"CMP Q r IE=451.89(S)12"CMP IE=441.28(W)6"PVC IE-451.89(W)8"CMP EXISTING SITE PLAN G i Or IE=451.99(E)6 PVC 1= O CB RIM=463.97 IE=461.47(S)S"CMP CB RiM=464.49 SDMH IE-459 69(S)12"CMP RIM-464 21 EXISTING SITE PLAN F 1 " 20' SH2 � V . of wasXl N . 0 26978 s� GIST SSIONAL� SIGNED. 0211112019 �ZN HA1 pF wAI-� 0 38889 �IONAL Val SIGNED: 0211112019 WMNWM Qqcx r Z z W O > OIL) Q p z �OIc a LL.QQ Z , uuo,, cna Q: Z � H W LL. Q W LL � 0zg Mcn Oft LLJ W Qcr. W V y a Q cn 00 LA. Wft"11 a Z O O pC a W I- ti LL M 0 0 Z 0 0 N 0 UI (D U) a c O J Z w OLLJ ''' V) o U W W W li U) z 0 U o or� N O N 0 cri w C C C!J ca co j -' w 0 0 CD v¢i a Np M 0 z = o w W y 3 z W W OWC >I m SCALE: SHOWN 01, ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C704 27 34 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. CB 4�,� •11 gjmM : Sc �; 0Mc 45g.�w} P 6 55MN 95 PROPOSED FORCE MAIN ACCESS PORT NO. RjM�4$2 9, SEE DETAILS ON DWG NO. C701, SAW 4E_454.25tN} CUT, REMOVE, AND PATCH ASPHALT PER IV-454.350) RESTORATION DETAILS ON DWG NO. G001, � 6'pIAM � HEDGE ; RH TYP. � C14 DIAM AIR VACUUM ASSEMBLY, RIM $�}1"CfihP 4v LAUREL � A� 4`i _�- y� SEE DETAILS ON SHEET wM q rrr M703 WORD FENCE Y t, -l�ly f f �4i, 0j f, -'!�• ` MBA~:. " ,'• '. � �0D 0-If 6© t I _ '} rs'• �'e i' _10i1UElliBtiC!— -- — -- — _ ` _ »�Q 9�rC6�� $ll GV: mV w' OF 2"-4 CEDAR !� ~---, '�J VALVE BdXES ''ti •`' : - }. . .. N r�rr� rrrr arr' + y ��-�-�'�f( f� T �,� � / 1 �'} '1i , F -• .. et r r _ _ _=ice -•_5j + I - - - -_5� -- ' w`ti - F` b �� r + r r to ras 09 r r _ _SS ti Y ~Q 7w us ^ Q-~ IN • rt r r - - c rrr _ \: 1 r55_ - t keM est ` 0 WIL 1 r go Isi+yJvf rr r r r *� r UP_ SS = -Ocl 4yf=-I--J_f -1 Yd--- Ci�s�$` rr ' WM `1 �p �♦ �,�` rrrrr+ _ ,7: _IINV -- -- I r.1 �S 1' �r► /�� go Is Cp pig r r - ` �_y __� - r.--� wM } 1 STA. 24+34,9'LT-r '~ 'a "� m o r w i '-rr� ow Y'1 _ .'y - - - LL.' BEND (IYfJ) 41 4%` ti W,RIM-�6 6'°PVC CASING NTH 20PVC VENT PIPE o �,_ !� +r-- f �', L�' — ,=458•i(s j�2^,GMP FROM AIR -VAC TO SSMH 5303-230 ��, � � __ ,-_ _ _�,�_.� - ._--; �`r,- :,s-'' -,= -f- c-y�J� �pUNCD� NfN G�B��88 � �•DpON�N c tiE1tE}' ��C + 45$ c 4$4i STA. 25+66,13'RT a} C�5 28(9' p1 �,4SINGLE AIR/VAC ♦ y``V,�_� Iko ASSY. N0. 1 � :-----LApRO" EXISTING SITE PLAN H (SEE SHT. 27) �. c, >>~�42� 1"- 20' 13 LF-8"PVC (C900) FMps .,. PROPOSED FORCE MAIN ACCESS PORT NO. 10, STA. 18+34j5'LT svmHk4A4.37 CNC SEE DETAILS ON DWG NO. C701, SAW CUT, 1--8' 22.5' BENS (A�.1) 1R 4D9.87(se)'BGp�tG IE=40,9 s 10214? ce REMOVE, AND PATCH ASPHALT PER 4flg_g7�N� 1 40a 7 E}',6 Cc 42 C �SM�-1 aEl �50 2�W) � 6'�CONC RESTORATION DETAILS ON DWG NO. G001, TYP. 413 i4 f , RIM- 4pg.4'4 15"Pf C C� IF C IS 4C9. 9 42 .89 472.,3 F ao o 55 p�M1G �yv . l `� 1 � 41 38 (5c) 8 " FQ �N GaAG P r r-" I f t { F crR' 2 48" GB 15 pt a r r0 ' •��Sf C'B �� M .,_ s ~ ; �■ 'r rrr�rrr,.wrarrr rrar � Sp �tif Rl��f�1� �� - �_ �. [ r rrr {` ]}"� f� •..., fy�r�SM D lE t��C�7g4,4� 3�Ft������2 4�C�p"P��' , ! -` G `��.' � ' rrrrr �..►5� _ �~:yr.pr0�r -�-� __ _�-`°-53-'_- -._____--.5_s -- _ _ -5s - - -5 n ----- 55-- t Z 22� �g5Sft2rd".F.�'%0�K jIW19+Q6 _` l4R 10.` a RRd D r.r -4 t r 5r'l z" _ -- j`r -I - _ _ __ Tom~ r • ■ i _ - . rrr■ 55 ' n ` —4Y Ca-- — W�1Qf1/ • • �r-.. - ��Q , — - �• �LC�-- .^J(�•— "Ci�.: — .. ifs ' ifil ~ — .C,- ■ [ � to to �sss—,y_rr-�Vr'—__A�13 R - _ . �, MGM s i ■ �. �G --�i - --�. s= „��, rrr �,_ _v:-=' __-•_- 'J^ G• ,S ~_SD _'�;�`��." ��� !ram '-'• � pit,�.- -� �_a ■ r r -s`- a �'�f - r� _ -G SD. __ gyp' Gj ►�LD 10- 010 r r PE 11 r�s s_ rr r rrLG NIE� 4D84 72 r-.... SJi Qx� r40 rr 5' vr-1 `- ��� .�� } MK 40,8 526C) fd NC 413.5 - _ .�' _ ,t rrrr - r�rL.� _,. -•- �� ' J n p� [- R+`.�7��MI'i r� � •P zr 'I rrr`r s�J3�o r r �+J• C �'[. �� r 'fie►rij� �� 5L�'tV�.O ��tt��aH �o�� �C�Q.��' 68((:;4A)j 4L GJ 7 h i.7` _ 4Y V YY n r rr■ 1 l IE=4p���iSE}1$"GaNC �E'47 68(E�76CONC 5 -- �r 40 4 G _ [ rs. Vy f7M Cj S�'� p V. ���� 1 ►! rrrr■ 5`� �� �� t tt _ .- _fir Gg �E�`17fi.7$���7,.CDNC1040 10000 -1 r logo �5_ - - ;� Gym, RAM �6, GGN C IE¢ 7 RE�� 423 C9 irr'r►--'l _ --�..r ��- p�i�N'� �� GG� G �'4 9,14(Nw�7�.04, ■ ■ -5� .� - = G - e�Da -I �S� GoN 1 7 9.7 `��sE} +coNc y Ce e�o w� +, s 4 s NC 1 '4794[NE)0„p 1��¢ 23 ss EXISTING SITE PLAN I __ 2 5A5),s.. - �-f�. VC I� 3 S yY 1 "= 20' , 232�NE�rz.. CCNC o�c 4 nm y L LP�R�L SH2 V. � � of wASXI 26978 �,GISTER��� S"IONAL � SIGNED: 0211112019 �ZN HA iV 6 IASIy� 1 e� 1 � 38889 1�EGISTER�� �S'SIONAL SIGNED: 0211112019 wallwa Qqcx VIM z Wy 0> 00Q p:z O a Q Q z LL. J W 1z c a ct z �— �. W �aW L� Ozz Jcn O' W Q H W Q cn 00 LA. w a z0 J O oC F- a I ti LL 0 0 Z O CD 0 N O UI C? U) a cn o O U)Z z OLLJ W w Fn O > O W W W /Y li F- z O U O c' N O N cli 0 M W c c U) ca cu _ > w 0 0 CD v¢i a Np C2 0 z = o w W zL W W >I m SCALE: SHOWN 01, ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C705 28 34 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. A C706 ESNT'3 oN�iNUA.�ION gE Fop C GA \DRP 3S ¢ NO e CB RIM=414.60 IE=411.90(E)10"OI IE=412.20(W)6"PVC 3'TALL 4' TALL HEDGE LAUREL 4 TALL LAUREL SSMH 14"PI FIELD AVE NE ti,, RIM=415.16 :. ❑ IE=406.51(N)S"PVC \ - yV f 4 LS WMWIM \ - - -- --- rrrr --- - - rrrr- - -- _MB:. t I 1 - l 1 -- --- - - _ 5 _ -- \ -- - - ` \ '--�P r -rrrr L f _'_ --- --- rrrr-- -- - - -- - - _ --rrrrrr-r rr rrrr rrrr--rrrr..-... .rrrr r4 8"P��rr rrr rrrrrrrrrrrrrr rrrrrrrr-r 'F--r ) FM (/� \ -rrrr r r _-;-c<- �._�.- -- -- C�D rrrrr----r--rrrr-.rrrr -._ .�.�--- .e.e-----gS-_........_.55.... .... .(.. _....5-t-55---SS-----SS--- -SS -SS-._ ----rr�-ri-rr _ I r I -f --SSrrrr-- -SS I I-�--.--SS_-_..-.-5>- r 1 t-rrrrr--rrrrrr----rrrr of r+rr 00 I , �12+00 a rrrr ss-�- ---5s---- -ss- - •1r 11 - C -.Ss- - - s + k _- o _ i - s-4��-I- _ _ I - �_..._._ l a —{— - - - I _ _ _ - 13 BOO - - +; - 5-�-- 4I Ss Ss- - ... - -sS - - - - -Ss ..- Lo i - I0 -- �+ `15 �- _... -,� - H . t I - - - - w 5� N - - cr--- - - rrr- - - -t�- - - 'n-- - - I �I I a -- ' - ... a,,. -- rrrr -. _ _ t 1` CONST BASELINE - _ '�v - - -- - - -- - - as rr J � N I -vr-- I !• I f Lij �-t _ - - -•T- .-- rrrr-- _ --- --- _ .�. - -- --�- --- -- -- - rrrr -d. ,--- -�n a = -SD-- ---� ---I - ---� -- I .J I Z_ -., _ _ -- -r-T -�, c - - - - - -� -- _ -- - rrrr- - 5 _- _ .. .,D _`f'-- -. - -- -- - - --- rrrr-- - -- -- -:n--- -- _ J I CY• C (• W/RS' �.. _ -;•- �j - rrrr-- - ---- -- rrrr- - - - - IT l 1 ,- M iR 1 1 /P FO PUNCH y BRICK J n �I - c i IN BR S DISK B f G IN CON IC a � 1 °�. NEIGHBORHOOD LPO WATCH G SIGN i Z 1.5'H BRICK c1' ' CB WALL RIM=411.21 tit IE=406.71(W)12"CONC 1 ! IE=406.81(NE)6"PVC 11 EX. SSMH 218 _ 5 SEE SHE , RIM=410.81 IO GON'(1N�A-LN FpR CB RIM=410.50 IE= 406.40(E)12"CON C IE=406.40(W)12"GONG IE=406.2O(E FULL OF DEBRIS)8"PVC 8"PVC CONNECTED TO EX. 15"PVC W/ 1-15"x8" PVC WYE 2-8"PVC SPOOLS, LF AS REQ'D. 1-8" ROMAC PVC CPLG. 1-8"PVC 45' BEND CONC. BLOCKING �`.. LPG 1.5'H BRICK WALL LADDER Goof PROPOSED FORCE MAIN ACCESS MANHOLE PLAN EX. SSMH 221 RIM=413.23 IE=405.30(N)8"PVC IE=405.28(S)8"PVC ER B WM CB FOUND PUNCH IN RIM=415.11 BRASS DISK IN IE=412.61(E)8"CMP CONC MON/CASE IE=412.71(W)6"PVC BRICK MON. TO BE SURVEYED AND REPLACED IN ACCORDANCE NTH SPECS. CB RIM=415.13 IE=410.93(N)12"CONC IE=410.93(W)8"CMP IE=411.03(E)6"PVC EXISTING SITE PLAN J I — LV A C706 CONTRACTOR TO PROTECT EX. 8" GRAVITY SEWER DURING 8" FM INSTALLATION 4'TALL LAUREL CB P RIM=414.58 IE=409.98(N)12"CONC IE=409.88(S)12"CONC FULL OF DEBRIS/COLLAPSED: IE=409.78(W)10"DI IE=409.78(E)6"PVC RESTORE PER RESTC CONTINUE WIRE MANHOLEAND; NEAR ACC CUT EXIST TRACER VA EXISTING E PVC FORCI MAIN, TYF 811 Cl PRO\ COMPACTED -I v m UIVIr\JRIVIL_ I LJCIVJC AND UNYIELDING CONDITION PROPOSED 36" 0 MANHOLE nnvno nnn nnnlTnnl 4'TALL 12"PI LAUREL 0-6" LENGTH CONCRETE BLOCKS, TYP. PROPOSED FORCE MAIN ACCESS MANHOLE SECTION R TYP. JITH !02 ) pF wasyr F � G� 26978 C 4' sSIONAL� SIGNED: 02111/2019 ��N HAl pF wasyl 38889 �sZIONAL �1 SIGNED: 0211112019 Q W W 00Q ~Oa Z U. W c p cry I- �aW Z O Z z OW OOC Q. �� J 0 O N N O o CV N M M c c m co O a U) cn ry Z o 0 w ry V_) O U /W ry li (n Z O U ry O LL 0 w co > W !Z' 0 N 0 N N Z _ 0_> Z cn Q J H a L� J (n W p W Q cn �0 W a ZO O It �a W s ct >I m SCALE: SHOWN lL Oil ill 211 A DRAWING IS FULL SCALE WHEN BAR MEASURES 2" C706 DWG NO.: SHEET NO.: C706 29 L3, REMOVE 8" 91 BEND (FLxFI 8" RESILIEN' WEDGE GAT VALVE (FLxFL TYP. OF 8" SPOOL (FLxFL TYP. OF 8" CHECK VALVE (FLxFL), TYP. OF 2 8" FCA, TYP. OF 4 3'-311 �~ PER MEASUREMENT — 8" SPOOL 8"x8" TEE —,P—qmp-- . —=-- ion .... s ..i / /� d 8" SPOOL 8" MAGNETIC FLOW 8" SPOOL PROPOSED 8"x8" DI TEE (FLxFL) a L L 4 a e a e ° da ° a 48"x72" ACCESS kLA VAULT HATCH, TYP. OF 2 STONEGATE LIFT STATION EXISTING PLAN -, ,. 1, 0„ REMOVE EXISTING 8" 900 BEND SG1 EXISTING VALVE VAULT rlAvr-VJCU rlrC our- rvlAI SECTION A Y4" = 1'-0" M701 STONEGATE LIFT STATION PROPOSED PLAN /4„ = 1'-0„ OBLIQUE NOT TO SCALE A M701 SH2 V. � of waSXl 26978 �EGISTER�� SSIONAL� SIGNED. 0211112019 �ZN HA1 Y pE WAS-/ 0 38889 �IONAL Val SIGNED: 0211112019 Z wallwa Z z Lu y O 0 ,j Z CC spa QQ Z � �u(w, cna o cc Z � H J aW Q DZg :3 LLJ W Z Cry a Q = LV LV Z 0 F— I ti LL O 0 0 z m 0 CD 0 CI U) cn Q O (� Z U z 0LLJ LLI w in 0 W W w /Y li F- Z O U rn o ry N N O N N C' 0 W cn > Licu Lu F CD y N O N c2 0 Z 2 0 Lu W z3 W C W >I m SCALE: SHOWN oll ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M701 30 �3, EXISTING PEELING COATING SCRAPE EXISTING PEELING COATING, APPROX. 2 SQ. FT. >T { VACTOR WET WELL DURING k i -• COATING REMOVAL PROCESS ,5 y AS 17 26978 i - •: . � � � � S LISTER �1 � 10 NAL t SIGNED- 0211112019 :.++• ham- SCRAPE EXISTING PEELING COATING BELOW THE � ' i lwl�iiww+ ' "PUMP ON" LEVEL AROUND THE CIRCUMFERENCE OFsea- tuaw& _ ==`���� +.� ram' ' THE WET WELL APPROX. 765 SQ. FT. VACTOR WET SUEs!!�«A wt a . . • .. V,1 ■■ �l'r,lar►l��lw " �` WELL DURING COATING REMOVAL PROCESS ��o ��38889�� rw US �Arl!! !! jl� '' ` -t ry Sol- 7 G LISTER �!!! ila�' �SSIONAL�� IM 1= ts! MIRr��! * ! • x• Al i it _ SIGNED: 0211112019 1 ! o k5 � j 1■ 1��'��� �a f�i= aulsu%u 1, `��•��� i is \, aa� O �cn IBM *%Sol ■■;aaaaaafti�� r x� J uLI Z 6 i7,d■aa■■a■ta f o■■a aiae r ��a�a _ ! L1 to O Z ■■■a■■■ ,�� V ■.. -, O _ w ...E.�..a.aa :. aaaa �� iaatai aaaa■■■ _ - i .a■�'�1a a■a a ■� a 'a SS" _ ■ ■a■Maa■.aaaa.. Z L u :. .. tua- ■aaaa aaaawui S— i�f��hara■A �- - cn > ■ aaa�aaa�,�aaaw Q c/i ■' as aaauaaaaa ai aw � z ~ 0 a■a. OUR ■aaaa'..■■ a��aaaa� �a■ �r aaa a �w II µ- � - aaaa■ pia o aaaa oa qw r r�as w u aaa ■ a1919, ate , LLI rccrccccra�t. f/iwe+" r6 rc0:11r7 ■r�ii ie aa/ �►a EEct CKE ■■■r Al /ar ia/ � 'a�a/A O tiE�Fi■■■�r G' �l??9!'1N1/// - O /■///// � �/■/. d. rrrrr` :rT^6¢ _ ■■uj Ogg EMMONS—CC MONSOON Ir _ Ads� � � � W Z .o MONO& - �vKrJ_ J Z F- 2 Y t1.P fir ° i•'. r Nu I' ��x' t 1!I®1 min left" o � ms o Lu EXISTING WETWELL - ABOVE DROP CONNECTION ca o u 0 z COATING WAS PEELING OFF ON FILLETS AND FIELD GROUTED AREAS. THE, f' r REMAINING COATING (WHICH APPEARED TO BE APPLIED PRIOR TO FILLETS p, 1f►� AND GROUTING) APPEARED TO BE IN GOOD SHAPE.CD .!• CD 1 Q cn Z O Z 0ui w ,fig �Wz d"Mat WAF V� O -�.,�, w w W • ram. , L _ z an lb U ■iii�t*n sliiiiiii■ o O ■iiz N N IL O iiii c�Q 0 >ii■iii C w S a wasa0ia�wiiedic r EXISTING PEELING COATING ca cu > w W aii■ u o ■iiiiaa■ ■�irno o /iii �. ■ill a °'¢ a N o LLI !2 Q 0 w - 1 W o z w O zW a z W q2? Awl 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 0 NCRETE NHOLE 8" GATE VALVE (MJ x MJ), TYP. A FLOW A M703 ♦ � � � M703 — a^ A"L 44 n 8 DI PIPE o ° 8" C900 PVC PIPE, TYP. (FL x PE), ° °d LADDER TYP. NOTE: PIPE SUPPORTS NOT SHOWN FOR CLARITY. 2" PVC VEN' 40 AIR VACUUM ASSEMBLY EXISTING PLAN REMOVE MANHOLE ADJUSTMENT RING(S) NOTE: PIPE SUPPORTS NOT SHOWN FOR CLARITY. %® = 1'-0° EXISTING HMA TO BE REMOVED AND REPAIRED UP TO 2 FT AROUND EXISTING MANHOLE ✓E (MJ x MJ), TYP. 40 )0 PVC PIPE, TYP. B FLOW M703 � VALVE NOTE: PIPE SUPPORTS NOT SHOWN FOR CLARITY. AIR VACUUM ASSEMBLY PROPOSED PLAN %4° = 1'-0„ INSTALL PROPOSED MANHOLE FRAME AND COVER FLUSH WITH EXISTING SURFACE BY THE USE OF f Inrn nr)r\l 1-1-KI„ SHIMMING WILL APPROV PROPOSED! PRC MANHOLE 2" PVC VENT "s PROPOSED 4" DI 9 PROPOSED 4" DI EC( TURN OPEF NOTE: PIPE SUPPORTS AIR VACUUM ASSEMBLY EXISTING ELEVATION q NOT SHOWN FOR CLARITY. %4" = 1'-0" M703 AIR VACUUM ASSEMBLY PROPOSED ELEVATION B %4" = 1'-0" M703 NG ETAI L 'E SEMBLY AN 0E WA3""' 26978 ��ISTEg� �1 'ZONAL SIGNED: 02111/2019 B� ZN HA1 M703 ,,Ap �uzszsy SSIONAL�l SIGNED: 0211112019 zWall" =Z Q Q J W > z Wy a O0Q � O a Q Q Z � Z C) W Q O z OC Z LL' a W Q O Lu V Cn W cr. LL LA. W m J � Q W cn W cn zQ O c/) rn o CD ("I Ncz N M a� LL o ¢o C) o a LL ^ U) c z 0 OW ry �_ 0 U /W ry li U) Z O U ry O LL 0 W U) W 0 (V O N w s w cc z O F= a U co w Q O z SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M 703 32 34 !02 _I�� V . Pq O of WAS 26978 �EQISTSV� 1 SSIONAL SIGNED: 02111/2019 �� of AS&& 0 Ap 51635 SSIONAL�l SIGNED: 0211112019 ALL INCOMING AND OUTGOING CIRCUITS TO WAN BE DISCONNECTED FROM EXISTING Q Q W TELEMETRY PANEL AND RETERMINATED INSIDE OWNER PROVIDED TELEMETRY y PANEL PER TELEMETRY PANEL SHOP Q W DRAWINGS. SEE TECHNICAL SPECIFICATION 0cc J EXISTING TELEMETRY PANEL TO BE APPENDIX FOR TELEMETRY PANEL SHOP 0 a W (n REMOVED AND RETURNED TO OWNER. DRAWINGS u. � Z INSTALL OWNER PROVIDED TELEMETRY W Q co Z 0 PANEL IN SAME LOCATION AS EXISTING c z � WITH STAINLESS STEEL HARDWARE. Q � 0 p � H IL — ^� .Rttt?LEtttt. ••RELEft?tYtt• tt*t*t**m• •r•cc in Ir 4 y a F r - �� LL Em ju.... mv- ' LV LEAD PUM, SELECTION -A L h ODE_ Z PUMP 2 . e ...1___T" _._ _ Lu Z cc r `r EXISTING CONDUITS TO BE TERMINATED _ o 0 AT OWNER PROVIDED TELEMETRY PANEL, CONFINED SPACE - TYPICAL OF ALL CONDUITS ENTERING ENTRY CAN BE FATAL EXISTING TELEMETRY PANEL. ENTRY BY rERnn'r o"`Y o 0 0 w I Z EXISTING TELEMETRY PANEL EXTERIOR EXISTING TELEMETRY PANEL INTERIOR Q cn S G 0 JZw NOT TO SCALE NOT TO SCALE Z 0 w w O � w 0 Q U W W W/� U li F- Z O U N ("I NO O O N M 0 w a a U LL. w "' � a o ¢o o 0 a (V O M O 0 — U w z w O L Z z w w � SCALE: SHOWN Oil ill 2 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. !02 V . Pq O of WAS 26978 �EQISTSV� 1 SSIONAL SIGNED: 02111/2019 �� of AS&& 0 51635 EXISTING TELEMETRY PANEL AND o SSIOISTS 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. --- - WAN W Q Q 2 ALL INCOMING AND OUTGOING CIRCUITS TO z � W BE DISCONNECTED FROM EXISTING z W y J TELEMETRY PANEL AND RETERMINATED W INSIDE OWNER PROVIDED TELEMETRY ''_ u PANEL PER TELEMETRY PANEL SHOP DRAWINGS. SEE TECHNICAL SPECIFICATION � Z Z ui APPENDIX FOR TELEMETRY PANEL SHOP 0 (/) p p DRAWINGS llll 'r' GCf® GCR@GGC_.C( �J � Q W H 0 :V cn w®m v:rAmM OLL cr. LL J p L W Cn EXISTING TELEMETRY PANEL INTERIOR _ W/ -- NOT TO SCALE ' + i Q 0 1 o W Z s o cc ALL INCOMING AND OUTGOING CIRCUITS _ TO BE DISCONNECTED FROM EXISTING o 0 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 r.- PANEL AND POWER ENCLOSURE. ` = = PANEL SHOP DRAWINGS. o _= w q,o 0 cn o � O Z I I 0 w w j - I w Vn O o w � W NO z 4 CV O l 1 _ cli w a � cz > U LL W Lu co j I c¢ o o w o EXISTING TELEMETRY PANEL EXTERIOR z W W� NOT TO SCALE EXISTING POWER ENCLOSURE INTERIOR SCALE: SHOWN NOT TO SCALE oil 1 z 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.