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HomeMy WebLinkAboutzW-3583SetVICINITY MAP CONTACT PERSONNEL Dwg No CONTACT NAME POSITION TELEPHONE CITY OF RENTON TOM MALPHRUS, P.E. PROJECT MANAGER 425 430.7313 CITY OF RENTON RAY SLED WATER MAINTENANCE MANAGER 425 430 -7400 RH2 ENGINEERING MARK MILLER, P.E. CONSULTANT PROJECT MANAGER 425 951.5360 RH2 ENGINEERING CLAYTON ANDERSON CONSULTANT PROJECT ENGINEER 425951-5381 REID INSTRUMENTS TOM REID SYSTEM INTEGRATOR 425 349 -3882 PUGET SOUND ENERGY POWER AND NATURAL GAS 888 321 -7779 ONE -CALL LOCATE CALL 48HRS BEFORE YOU DIG 800 424.5555 VICINITY MAP - TAKEN FROM BING MAPS ON MAY 1ST; 2012 - +� N � I EMERGENCY POWER FOR CCTF 2013 PROJECT GENERAL NOTES 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. EXISTING FACILITIES AND UTILITIES a. EXISTING FACILITIES: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ACCESS TO THE EXISTING FACILITIES UNTIL THE PROPOSED IMPROVEMENTS ARE OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. 4. PRE - CONSTRUCTION CONFERENCE A PRE - CONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. PRE - CONSTRUCTION CONFERENCE REQUIREMENTS FOR SPECIFIC WORK ITEMS ARE NOTED IN THE PLANS AND SPECIFICATIONS. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. MAINTAINING FACILITY OPERATIONS EACH FACILITY HAS A RESTRICTION FOR ALLOWABLE DOWNTIME DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. SEE TECHNICAL SPECIFICATION DIVISION 1.72 FOR SCHEDULING AND SEQUENCING. 7. CONTRACTOR INITIATED CHANGES CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 8. TRAFFIC CONTROL NOTES THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITES. THE CONTRACTOR SHALL PROVIDE 48 -HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. AT NO TIME SHALL ACCESS TO ANY OF THE FACILITIES BE CLOSED DURING CONSTRUCTION. 9, DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 10. CONSTRUCTION STAGING AREAS THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR DETERMINING THE LOCATION OF CONSTRUCTION STAGING AREAS. CONTRACT NO. WTR -27 -3583 WINTER 2013 SHEET LIST Sheet Number Sheet Title Dwg No 1 COVER COV 2 ELECTRICAL LEGEND E01 3 ONE -LINE DIAGRAM E02 A:em.n. ELECTRICAL SITE PLAN E03 5 FLUORIDATION BUILDING ELECTRICAL PLAN E04 m FLUORIDATION BUILDING ENGINE GENERATOR AND VENTILATION DETAILS E05 7 PROPANE TANKS AND FENCING DETAILS E06 oo CCTF AND WELL 9 ELECTRICAL MODIFICATION E07 O O Z � ! 01 LU cc > Laft� p '­!er 00 0 r ' I V 7 . � " •�, ' � � PROJECT LOCATION G p c cc 4 * W r °C of W i S ,.. �l N I ENGINEERS PLANNERS SCIENTISTS — RH2 ENGINEERING, INC. I httP- / /www.rh2 -cam madbex6'Yh2.com '..800720 -8052 BELLINGHAM 3so.cis.os3s 454 Vlest Horton Rood BOTHELL .uses, secs 22722 29th Dn%e SE, Suite 210 EAST WENATCHEE sas.eeszoo0 300 Simon Street. Suite 5 RICHLAND sossaos e, 114 Columbia Point Drive, Suite C SILVERDALE 300.e76.1. 2021 NW Mhyre Rd. Suite 107 I (^ 25Si TACOMA 3303733039 621 Pacific Avenue Suite 104 nun,: y s C o s Uw o. i 9m 0 1" 2- c. ,.., "..,.. DRA9NG IS NOT TO SCALE 4 Is '71 IF BAR IS NOT 2" LONG PLOT: 1 DM N0. mecca COV , !f er - TAKEN FROM BING MAPS ON MAY 1ST; 2012 - +� N � I EMERGENCY POWER FOR CCTF 2013 PROJECT GENERAL NOTES 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. EXISTING FACILITIES AND UTILITIES a. EXISTING FACILITIES: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ACCESS TO THE EXISTING FACILITIES UNTIL THE PROPOSED IMPROVEMENTS ARE OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. 4. PRE - CONSTRUCTION CONFERENCE A PRE - CONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. PRE - CONSTRUCTION CONFERENCE REQUIREMENTS FOR SPECIFIC WORK ITEMS ARE NOTED IN THE PLANS AND SPECIFICATIONS. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. MAINTAINING FACILITY OPERATIONS EACH FACILITY HAS A RESTRICTION FOR ALLOWABLE DOWNTIME DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. SEE TECHNICAL SPECIFICATION DIVISION 1.72 FOR SCHEDULING AND SEQUENCING. 7. CONTRACTOR INITIATED CHANGES CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 8. TRAFFIC CONTROL NOTES THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITES. THE CONTRACTOR SHALL PROVIDE 48 -HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. AT NO TIME SHALL ACCESS TO ANY OF THE FACILITIES BE CLOSED DURING CONSTRUCTION. 9, DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 10. CONSTRUCTION STAGING AREAS THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR DETERMINING THE LOCATION OF CONSTRUCTION STAGING AREAS. CONTRACT NO. WTR -27 -3583 WINTER 2013 SHEET LIST Sheet Number Sheet Title Dwg No 1 COVER COV 2 ELECTRICAL LEGEND E01 3 ONE -LINE DIAGRAM E02 4 ELECTRICAL SITE PLAN E03 5 FLUORIDATION BUILDING ELECTRICAL PLAN E04 6 FLUORIDATION BUILDING ENGINE GENERATOR AND VENTILATION DETAILS E05 7 PROPANE TANKS AND FENCING DETAILS E06 8 CCTF AND WELL 9 ELECTRICAL MODIFICATION E07 CALL 48 HOURS BEFORE YOU DIG ONE CALL 1- 800 - 424 -5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1- 800 - 258 -5990 W- 358301 REVISED TO CONFORM TO CONSTRUCTION RECORDS IW4�4 PV9.11,. RH2 ENGINEERING INC. r 1A TE AB: W- 3"s$3o1 SfCN %6. 01104113 SIONWA 01104113 n O ' O O Z � ! 01 LU cc > Laft� p 00 0 r ' I V 7 W � G p c cc 4 * W I °C W i S I N I ENGINEERS PLANNERS SCIENTISTS — RH2 ENGINEERING, INC. I httP- / /www.rh2 -cam madbex6'Yh2.com '..800720 -8052 BELLINGHAM 3so.cis.os3s 454 Vlest Horton Rood BOTHELL .uses, secs 22722 29th Dn%e SE, Suite 210 EAST WENATCHEE sas.eeszoo0 300 Simon Street. Suite 5 RICHLAND sossaos e, 114 Columbia Point Drive, Suite C SILVERDALE 300.e76.1. 2021 NW Mhyre Rd. Suite 107 I (^ 25Si TACOMA 3303733039 621 Pacific Avenue Suite 104 - n o s C o SCALE: o. i 9m 0 1" 2- DRA9NG IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DM N0. mecca COV Di Jan 4, 2013 ° T REN c 13 s e 8 0 � D Z* z� ONE LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES /DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND �1 CIRCUIT BREAKER SERVICE ENTRANCE, SPDT - SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY INDICATOR LIGHT XXXIYY - CB SIZE & NO. OF POLES ET- ELECTRONIC TRIP SE T , MOTOR CONTROL O FLUORESCENT FIXTURE SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW RELAY A -AMBER G -GREEN TR - Timed relay 123 y SIGNED 0f/041Y3 CENTER, OR PANELBOARD ER, OR B - BLUE R -RED CR - Control relay TM- THERMAL MAGNETIC BREAKER MCP- MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED WALUCEILING MOUNTED FIXTURE WP - WEATHER -PROOF GFI - GROUND FAULT INTERRUPT C - CLEAR W - WHITE MIL SE- SERVICE ENTRANCE PANELBOARD P -POWER FLOAT SWITCH ° GFI - GROUND FAULT INTERRUPTER C- CONTROL LIMITSWITCH �- FUSE FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF J - INSTRUMENTATION PC -POWER &CONTROL O LIMIT SWITCH, NORMALLY OPEN O FLOAT SWITCH, NORMALLY OPEN as � FUSED DISCONNECT SWITCH ® CONTAINED BATTERY CJ - CONTROL & INSTRUMENTATION +`I°J" PANELBOARD PLUG-IN CONNECTION CKT. - CIRCUIT LIMIT SWITCH FLOAT SWITCH RTM RUN TIME METER NXX FIELD CONTROL STATION WITH NEMA SURFACE OR PENDANT MOUNTED O FIXTURE C.O. - CONDUIT ONLY O�0 LIMIT SWITCH, NORMALLY CLOSED Q 7 �� FLOAT SWITCH, J NORMALLY CLOSED SIGNED. Of/0�/as ❑ REQUIREMENTS. N.L. N.L. -NIGHT LIGHT v ® MOTOR OPERATION COUNTER Nt -NEMA 1 N3R- NEMA3R O RECESSED FIXTURE ALUMINUM CU.- COPPER TIME DELAY CONTACT PUSHBUTTON �T t� 1 SSRVS SSRVS -SOLID STATE N4 - NEMA 4 SS N4SS - NEM LA STEEL MD MOTION DETECTOR HOA HAND -OFF -AUTO SWITCH ETM RUN TIME METER TIME DELAY CONTACT, NORMALLY PUSHBUTTON, o OPEN, TIME TO CLOSE NORMALLY CLOSED J REDUCED VOLTAGE N4F -NEMA 4 FIBERGLASS 4 FIBERGLASS PC PHOTO CONTROL CELL O OC OPERATION COUNTER STARTER N8 - NEMA 6 Nit -NEMA 12 GASKETED MRIL MOTOR RUN INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY PUSHBUTTON, NORMALLY OPEN v CLOSED, TIME TO OPEN SWITCH OUTLETS O O � VARIABLE FREQUENCY DRIVE —� EQUIPMENT MOUNTING STAND S ® STANDARD SWITCH, 20 AMP SFTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT �1 m O v N I MOTOR STARTER ® 3 -WAY SWITCH,120VAC, 20 AMP 3 � 3WAY MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT THERMOSTAT THERMOSTAT SWITCH, O TIME DELAY CONTACT, NORMALLY O NORMALLY OPEN 0_7 OPEN, TIME TO OPEN HEATER, WATTAGE NOTED INDICATE TYPE BY A B MOTOR STARTER WI OPERATOR CD S 3- POSITION SWITCH, 120VAC, 20 ®HOA AMP, LABEL SWITCH POSITION LETTER INSTRUMENT METER DEVICES A- HAND- OFF -AUTO ® EQUIPMENT CONNECTION HOA HAND -OFF- MOTION OR PHOTO —� A- AMMETER VAR- VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, �� M B - OPERATIONAL COUNTER PF - POWER FACTOR W - WATTMETER CLOSED, TIME TO CLOSE NORMALLY CLOSED S S C -RUN TIME METER D LIGHT SINGLE PHASE MOTOR, SINGLE -POLE DEE PILOT- LIGHTED P S V - VOLTMETER WH - WATTHOUR METER RELAY CONTACT, NC C N -RUN E - FAIL LIGHT HORSEPOWER AS NOTED S DOUBLE -POLE 2 KEY - OPERATED K VA- VOLTAMMETER FLOWSWITCH RELAY CONTACT, INSTANTANEOUS Li F - EMERGENCY STOP 100 THREE PHASE MOTOR. S THREE WAY 3 S LOW VOLTAGE Lv RACEWAY LEGEND RELAY CONTACT, NO CHANGE O FLOWSWITCH, NORMALLY OPEN I� c O KIRK KEY INTERLOCK HORSEPOWER AS S FOUR WAY S MASTER 5 rE PLlN LEGEND —1 � Z 0 W N� POWER TRANSFORMER NOTED S DIMMER ❑� PUSHBUTTON P PROPOSED POWER PRESSURE SWITCH M CONTROL POWER TRANSFORMER HP SINGLE PHASE MOTOR. HORSEPOWER AS D _ - -- PROPOSED CONTROL O FLOWSWITCH FLOWSWITCH, PRESSURE SWITCH, NORMALLY OPEN � NORMALLY CLOSED ~ O W W J FIRE SYSTEM SYMBOLS �A�A�AA GE ELLECTRICALPLUG 0 HEAT DETECTOR PROPOSED INSTRUMENTATION � J TRANSFORMER S SMOKE DETECTOR O o PROPOSED FIBER OPTICS PRESSURE SWITCH W :L 3 Q CURRENT TRANSFORMER DISCONNECT SWITCH OD FIRE ALARM DISPATCH STROBE ALARM DUILDIN6 0R FAGILfR PLAN L16END PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH O a U 480 VOLT EXPOSED RACEWAY VOLTAGE TRANSFORMER Eh FUSED DISCONNECT SWITCH ❑A FIRE ALARM AUDIBLENISUAL ALARM _ 480 VOLT WIRING CONCEALED, [F] FIRE ALARM MANUAL PULL STATION UNDERGROUND, EMBEDDED, OR COMBINATION MOTOR CONCRETE ENCASED RACEWAY V z W T CONTACTOR STARTER AND DISCONNECT ADDITIONAL SYMBOLS W J SWITCH 1201208/240 VOLT EXPOSED RACEWAY W CAPACITOR OS SOUND SYSTEM SPEAKER _ _ _ _ _ 12012081240V WIRING CONCEALED, O 0 3 POLE SWITCH SOUND SYSTEM VOLUME CONTROL UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY UJI ENGINE GENERATOR GENERATOR CONNECTION L K DOORBELL CONTROL OR INSTRUMENTATION EXPOSED �� W RECEPTACLE RACEWAY VALVE SYMBOLS CONTROL OR INSTRUMENTATION, RECEPTACLES AND JUNCTION BOX SYMBOLS SOLID NEUTRAL VNI PILOT VALVE SOLENOID UNDERGROUND, EMBEDDED, OR !� CEILING JUNCTION BOX CONCRETE ENCASED RACEWAY ® TERMINAL BLOCK WALL JUNCTION BOX 15/1 �/� VALVE HOME RUN TO PANELBOARD OR AS GENERAL NOTES SURGE PROTECTION DEVICE ❑J FLOOR JUNCTION BOX INDICATED 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE E N G I N E E R S ll DUPLEX WALL RECEPTACLE I N I CHECK VALVE CONDUIT RUN, BROKEN AND CONTINUED WILL APPEAR IN THIS SET OF PLANS. PLANNER S SCIENTIST S SPD SURGE PROTECTION DEVICE 0 o ,120V WP = WEATHERPROOF SAME SHEET OR AS NOTED 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL (ALTERNATIVE) G= GROUNDED FLEXIBLE CONDUIT EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE RH2 ENGINEERING, INC. http: / /,ww.,h2,am IG = ISOLATED GROUND jl I o CONTROL VALVE l CONDUIT RUN. HATCH MARKS INDICATE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE mailboxe@rn2 com 1800.720.8052 GROUNDING SYSTEM SYMBOLS GF = GROUND FAULT INTERRUPTER NUMBER OF CONDUCTORS SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST BELLINGHAM aso.�e.os3s 454 west Horton Road 1 GROUND EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT — DOUBLE DUPLEX ELECTRICAL SITE PLAN SYMBOLS CALLOUT INDICATING CONDUIT SIZE, OF THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. BOTHELL G .951.5 00 22722 29th Drive SE, Suite 210 �jj METAL PIPE GROUND LJ--LJ SINGLE RECEPTACLE, 120V UTILITY POLE AND GUY WIRE Yz' GRC, 2412 NUMBER AND SIZE WIRE. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE EAST CONNECTION POINT, EXOTHERMIC SINGLE RECEPTACLE, 208V HH MANHOLE OR HANDHOLE CALLOUT INDICATING CONDUIT PER DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF WENATCHEE D.... 300 Rei Street, Suite 5 WELD. CADWELD OR APPROVED XXX SCHEDULE INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES RICHLAND so5.°asslel EQUAL. ® DUPLEX FLOOR RECEPTACLE, 120V © BURIED POWER VAULT OR MANHOLE WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. 114 Commn:a Port Drn, Suite c GROUND ROD SIZED PER N.E.C. O SPECIAL PURPOSE WALL T TELEPHONE VAULT OR PEDESTAL CONDUIT BENT UP OR TOWARD SILVERDALE 360.e75.7seo 2021 Nw uny,e Rd. Suite 107 USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. RECEPTACLE, RATING AS NOTED > CONDUIT BENT DOWN OR AWAY TACOMA 253 OS 3)2J° 621 Poem: Avmae Suite I04 PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, V MINIMUM. CLOCK 0 FIBER OPTICS VAULT OR PEDESTAL LUMINAIRE 7 CAPPED CONDUIT W=358302 SCALE1XSHOWN ❑N TELEVISION 0 2" �— CONNECTION POINT, MECHANICAL, , TELEPHONE 1-1 PAD -MOUNT TRANSFORMER D F BAR IS NOT 2 SCALE IF BAR IS NOT 2" LONG COMPRESSION TYPE. raor: 1 oxc xo. E01 TELEPHONE/DATA WITH CABLE ROAD REVISED TO CONFORM DIDINiCCA TO CONSTRUCTION RECORDS rs°EM MLM %%%a� Y►7.'.C.(.�� %/ /�i�i� DAM Jan 4, 2013 S UT No. a¢xr: REN RH2 ENGINEERING INC. DATE MV 78 "No: 111 -016 ' —CCTF— D— E— LEGEND.DWG c 13 s e 8 0 � D Z* z� EXISTING SERVICE MAIN EXISTING SERVICE BREAKERS TRANSFORMER EXISTING SERVICE \\ METER —I rm '— 4801277 - VOLT. 30 EXISTING SERVICE DISCONNECT r— — — — — — — — I I I I I I I 60/3 G ) TM 1 100% 1 RATED I I I I P72 I 1 I I _ I � I I I I I I I I I I L — EXISTING BUILDING GROUNDING ELECTRODE — — — — — — — — — — EXISTING CCTF BUILDING PROPOSED AUTOMATIC TRANSFER EXISTING CCTF MCC SWITCH "ATS" I EXISTING WELL 9 BUILDING 20013 ATS EXISTING CCTF LIGHTING -- PANEL, "LP " LOCATED IN N CCTF MCC G � Pis EXISTING UPS WITH i N POWER CORD i 200/3 G 225A N r Pi iMAIN PROPOSED WELL 9 G. J DIS ��/ GROUND INTENTIONALLY TELEMETRY SERVICE BREAKER CONNECTED GOING BACK TO GENSET BY AHJ z 20A I I i NE RAIL I i GND BUS I � I I I P4 I L --------------------------------------------------- - - - - -- CCTF AND WELL 9 ONE -LINE DIAGRAM PROPOSED GROUNDTO I GENERATOR FRAME PER - - I N.E.C. I I P2 208/1201 3- WIRE i I i I ATS 100/3 © TM 100% RATED X1 _ I ^� N zo G D G P13 EXISTING — — — — — — — — — — SERVICE — — — — — — — — — — — — — — — — — — — — — — _ _ — J P1 TRANSFORMER 3 NEAR WELL 8 PROPOSED BUILDING PROPOSED SER AUTOMATIC GROUNDING ELECTRODE TRANSFER SWITCH "ATS" I kwTl FLUORIDATION BUILDING ONE -LINE DIAGRAM REVISED TO CONFORM TO CONSTRUCTION RECORDS ��..17YJ�1G.. �� /�Y RH2 ENGINEERING INC. DATE 20 AMP DUPLEX RECEPTACLE, TYPICAL P10 IP9 II I EXISTING FIBER SWITCH 1 WITH POWER CORD ELECTRICAL EQUIPMENT SCHEDULE EXISTING FLUORIDATION PROPOSED ENGINE BUILDING GENERATOR (QUANTITY) CONDUCTORS -------- ------------ - - - - -- - -- — --- I I � 7013 TM I I EXISTING EXISTING 100% 1 LIGHTING PANEL LIGHTING PANEL I RATED I "A" "B" I PROPOSED GROUNDTO I GENERATOR FRAME PER - - I N.E.C. I I P2 208/1201 3- WIRE i I i I ATS 100/3 © TM 100% RATED X1 _ I ^� N zo G D G P13 EXISTING — — — — — — — — — — SERVICE — — — — — — — — — — — — — — — — — — — — — — _ _ — J P1 TRANSFORMER 3 NEAR WELL 8 PROPOSED BUILDING PROPOSED SER AUTOMATIC GROUNDING ELECTRODE TRANSFER SWITCH "ATS" I kwTl FLUORIDATION BUILDING ONE -LINE DIAGRAM REVISED TO CONFORM TO CONSTRUCTION RECORDS ��..17YJ�1G.. �� /�Y RH2 ENGINEERING INC. DATE 20 AMP DUPLEX RECEPTACLE, TYPICAL P10 IP9 II I EXISTING FIBER SWITCH 1 WITH POWER CORD ELECTRICAL EQUIPMENT SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. (QUANTITY) CONDUCTORS TRANSFORMER DISCONNECT SWITCH - NEMA1ENCLOSURE, HEAVY DUTY 2� 2.CONTRACTOR SHALL LABEL DISCONNECT PER NEC CODE FLUORIDATION AUTOMATIC TRANSFER SWITCH "ATS" BREAKER, THERMAL MAGNETIC, 100 AMP, 480 VOLT, 42 KAIC WITHSTAND, SEE NOTE 3 RJ HJD P2 CIRCUIT BREAKER SWITCH. MOUNT TOP OF ENCLOSURE 6' -O" ABOVE CUTLER HAMMER CIRCUIT CUIT B BREE AKEKE R (4)- #2,(1) -#8 GRD FINISHED GRADE. P3 OR EQUAL CCTF BUILDING AUTOMATIC TRANSFER SWITCH "ATS" WALL MOUNTED COOLING THERMOSTAT- SNAP ACTION, SPDT LINE HONEYWELL T63 OR 5� VOLTAGE AIR SWITCH CONTROLLER. RANGE: -30'- 1000F, SET AT 75 °F. WELL 9 BUILDING DISCONNECT SWITCH EQUAL EQUAL (2) -#8, (1) - #10 GRD MOUNT 4 FEET ABOVE FINISHED FLOOR. (FT SECONDARY CONDUCTORS. C SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH - SEE SEE SPECIFICATIONS (Fy SPECIFICATIONS, 600V 31,100 AMP RATED, MOUNT TOP OF ENCLOSURE VENTILATION CONTROL PANEL, "VCP" SEE SPECIFICATIONS (2) - #12, (1) - #12 GRD 6'1 ABOVE FINISHED GRADE. P7 FLUORIDATION TRANSFORMER @ NON- SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH - SEE SEE SPECIFICATIONS EXISTING CONDUIT AND CONDUCTORS P8 SPECIFICATIONS, 600V 311200 AMP RATED, MOUNT TOP OF ENCLOSURE LIGHTING PANEL IN RESTROOM STORAGE SEE SPECIFICATIONS (3) - 3/0 EXISTING 6'1 ABOVE FINISHED GRADE. P9 WELL 9 BUILDING DISCONNECT SWITCH 0 TRANSFORMER- 45KVA, 3¢, 480V DELTA TO 208/120 VOLTS WYE, VENTED (2) - #12, (1) - #12 GRD P10 ENCLOSURE. CONTRACTOR SHALL SECURE TO EQUIPMENT CUTLER HAMMER V48M28T45EE OR (2) - #12, (1) - #12 GRD HOUSEKEEPING PAD. Pti EQUAL QE SERVICE DISCONNECT- NON- FUSIBLE 30 AMP -TWO POLE, (4) - 250KCMIL, (1) -#6 GRD EXISTING CONDUIT AND CONDUCTORS P72 2 -WIRE, 240 VAC, NEMA 1 ENCLOSURE. MOUNT TOP OF CUTLER HAMMER DG221UG6 OR (4) -#4, (1) -#8 GRD ENCLOSURE 4'- O" ABOVE FINISHED GRADE. P13 EQUAL W- 358303 ELECTRICAL NOTES E::� 1. CONTRACTOR SHALL REUSE EXISTING CONDUCTORS DESTINATION AND CONDUITS OR SHALL REPLACE ALL. SPLICES WILL (QUANTITY) CONDUCTORS NOT BE ACCEPTED. 2� 2.CONTRACTOR SHALL LABEL DISCONNECT PER NEC CODE FLUORIDATION AUTOMATIC TRANSFER SWITCH "ATS" REQUIREMENTS FOR PLACEMENT IN A SECONDARY SEE NOTE 3 STRUCTURE. P2 3. EXISTING CONDUIT WITH 2 PHASE CONDUCTORS TO FLUORIDATION TRANSFORMER DISCONNECT FLUORIDATION ELECTRICAL SERVICE. PROVIDED ALL NEW (4)- #2,(1) -#8 GRD CONDUCTORS THIS CONTRACT. 0 P3 4. CONTRACTOR SHALL BALANCE LOADS ON PHASES. ALL 120V LOADS TO BE MOVED TO PHASE XI OR X3. CCTF BUILDING AUTOMATIC TRANSFER SWITCH "ATS" 2" (4) - #1, (1) -#6 GRD 5. CONTRACTOR SHALL REPLACE EXISTING 5� TRANSFORMER WITH PROPOSED TRANSFORMER AND USE WELL 9 BUILDING DISCONNECT SWITCH ALL EXISTING CONDUCTORS AND CONDUIT IF SPLICES NOT (2) -#8, (1) - #10 GRD REQUIRED. SPLICES SHALL NOT BE ALLOWED ON (FT SECONDARY CONDUCTORS. CONDUIT AND CONDUCTOR SCHEDULE CIRCUll SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1 FLUORIDATION BUILDING SERVICE TRANSFORMER FLUORIDATION AUTOMATIC TRANSFER SWITCH "ATS" 2" SEE NOTE 3 EXISTING CONDUIT P2 FLUORIDATION AUTOMATIC TRANSFER SWITCH 'ATS" FLUORIDATION TRANSFORMER DISCONNECT 11/2" (4)- #2,(1) -#8 GRD P3 FLUORIDATION BUILDING GENERATOR CCTF BUILDING AUTOMATIC TRANSFER SWITCH "ATS" 2" (4) - #1, (1) -#6 GRD (R57 CCTF BUILDING MOTOR CONTROL CENTER, "MCC" WELL 9 BUILDING DISCONNECT SWITCH 2" (2) -#8, (1) - #10 GRD W (FT VENTILATION CONTROL PANEL, "VCP' EXISTING LIGHTING PANEL, "LP" 3/4" (2) - #12, (1) - #12 GRD (Fy EG INTAKE LOUVER VENTILATION CONTROL PANEL, "VCP" 3/4" (2) - #12, (1) - #12 GRD VW P7 FLUORIDATION TRANSFORMER LIGHTING PANEL IN FLUORIDATION STORAGE 2" (3) - 3/0 EXISTING EXISTING CONDUIT AND CONDUCTORS P8 FLUORIDATION TRANSFORMER LIGHTING PANEL IN RESTROOM STORAGE 2" (3) - 3/0 EXISTING EXISTING CONDUIT AND CONDUCTORS P9 WELL 9 BUILDING DISCONNECT SWITCH WELL 9 JUNCTION BOX 3/4" (2) - #12, (1) - #12 GRD P10 WELL 9 JUNCTION BOX WELL 9 DUPLEX OUTLET 3/4" (2) - #12, (1) - #12 GRD Pti CCTF AUTOMATIC TRANSFER SWITCH "ATS" CCTF MOTOR CONTROL CENTER "MCC" 21/2" (4) - 250KCMIL, (1) -#6 GRD EXISTING CONDUIT AND CONDUCTORS P72 FLUORIDATION BUILDING GENERATOR FLUORIDATION AUTOMATIC TRANSFER SWITCH "ATS" 11/4' (4) -#4, (1) -#8 GRD P13 FLUORIDATION TRANSFORMER DISCONNECT NN FLUORIDATION TRANSFORMER 11/2" (4)- #2,(1) -#8 GRD P14 EG BATTERY CHARGER EG BATTERIES 3/4" (2)- #10,(1) - #10 GRD P15 EG BATTERY CHARGER EXISTING LIGHTING PANEL, 1 3/4" (2)- #12,(1)- #12GRD P76 CCTF SERVICE ENTRANCE CCTF AUTOMATIC TRANSFER SWITCH "ATS" 21/2' (4) - 250KCMIL, (1) -#6 GRD USE EXISTING CONDUCTORS Ct EG CONTROL PANEL VENTILATION CONTROL PANEL, "VCP" 314' (2) - #14, (1) - #14 GRD C2 EG CONTROL PANEL EXISTING CCTF TELEMETRY PANEL 2" (10) - #14, (1) - #14 GRD C3 EG CONTROL PANEL FLUORIDATION AUTOMATIC TRANSFER SWITCH "ATS" 314' (6) - #14, (1) - #14 GRD C4 EG CONTROL PANEL CCTF AUTOMATIC TRANSFER SWITCH "ATS" 1" (2) - #14, (1) - #14 GRD REVISED PER CONSTRUCTION RECORDS GAD MI BY REVII SIGNED: 01104113 SIGNED, 01/04/13 + !IR WEN N EERS N N E R S NTISTS mw RH2 ENGINEERING, INC. http: / /N,w.,h2_com m°ddox9rh2com 1.800.720.8052 BELLINGHAM 360$]5.°536 454 West Horton Road BOTHELL az5.951. 22722 29th Drive SE, Suite 210 EASE WENATCHEE 5°9.e66a9o° 300 Slmo" Street. Suite 5 RICHLAND s99.9afisi er 114 Columbia Point Drve. Suite C SILVERDALE 360.11 2021 NW ii Rd. Suite 107 TACOMA 253.2723059 621 P9cihc Avenue Suite 104 M ?:.. ❖ems n 0 N 0 DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG LL Film ,, don 4, 2013 Zv z° a cc W 3 W 00 Lu VW O W W WEN N EERS N N E R S NTISTS mw RH2 ENGINEERING, INC. http: / /N,w.,h2_com m°ddox9rh2com 1.800.720.8052 BELLINGHAM 360$]5.°536 454 West Horton Road BOTHELL az5.951. 22722 29th Drive SE, Suite 210 EASE WENATCHEE 5°9.e66a9o° 300 Slmo" Street. Suite 5 RICHLAND s99.9afisi er 114 Columbia Point Drve. Suite C SILVERDALE 360.11 2021 NW ii Rd. Suite 107 TACOMA 253.2723059 621 P9cihc Avenue Suite 104 Ag- 0 -3 8'303 p a Mtn z ?:.. ❖ems 0 DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG ,, don 4, 2013 Ag- 0 -3 8'303 p a Mtn z EXISTING FLUORIDATION EXISTING PORTABLE BUILDING SERVICE GENERATOR TRANSFORMER PROPOSED Uf NDERGROUND I GAS LINE r T -- P P F 1T - 0' I I, EXISTING CONCRETE SIDEWALK. r RESTORE TO EXISTING OR BETTER CONDITION AFTER INSTALLING CONDUIT EXISTING WELL 9 CMU BUILDING. SEE DWG NO. E07 FOR ELECTRICAL IMPROVEMENTS EXISTING FLUORIDATION CMU f BUILDING. SEE DWG NO. E04 FOR ELECTRICAL IMPROVEMENTSINTERSTATE405(1405) -- _ - - - -- - -_ _ _ EXISTING CONCRETE DRIVEWAY EXISTING TREES EXISTING OR BETTER CONDITION PROPOSED (DO NOT DISTURB) _ AFTER INSTALLING CONDUIT AND HANDHOLE (TYP) _ — _ — _ — — — pW 9 wE� LBL�G I PROPANE LINE SEE NOTE5 ._ —C4 P3 __ —_— ._ P —�— a\ P— C2 0 P P P P t CCTF BtDG - � q t I PROPOSED (2) 500 GALLON r-00 _ g; I LIQUID PROPANE TANKS FOR _ EMERGENCY GENERATOR PROPOSED PERIMETER FENCE TO MOUNTED TO CONCRETE. SEE DWG NO. E06 FOR DETAILS SURROUND PROPANE TANKS. SEE I "kin- _ = DWG NO. E06 FOR DETAILS L -�- - - - -'' PROPOSED BOLLARDS. SEE DWG NO. E06 FOR DETAILS NATIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN 0 M z COVER OVER N HIGHEST CONDUIT —� IN TRENCH T RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) O O FINISH SURFACE PER PLAN D. 0 xg BE C y � Z Z � O x�n SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9.03 .13 MINIMUM DEPTH BELOW BOTTOM OF 3' ELECTRICAL CONDUIT NUMBER AND DEEPEST CONDUIT INSTALLED IN SIZE VARY AS PER SITE PLAN. MAINTAIN TRENCH 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. HMA CL. 112 ", COMPACTED PER STANDARD SPECIFICATIONS. DEPTH OF REPLACEMENT PATCH TO BE 1" THICKER THAN EXISTING, 3" MIN. DEPTH SAW CUT ACP, WHEEL CUT BST 1 EXISTING CCTF CMU BUILDING. SEE DWG NO. E07 FOR ELECTRICAL IMPROVEMENTS SITE PLAN 1 "= 20' -0" A PATCH TO EXTEND 12' BEYOND TRENCH CONSTRUCTION LIMITS EXISTING ASPHALT DRIVEWAY. RESTORE TO EXISTING OR BETTER CONDITION PER DETAIL THIS SHEET FUTURE DISINFECTION PIPING EXISTING PAVEMENT SUBBASE 6" MIN. CRUSHED SURFACING -- —` =' �—`—` TOP COURSE COMPACT TO 95% SEE TRENCH DETAIL FOR TRENCH CUT AND PATCH ALL MAX. DRY DENSITY (MDD), BACKFILL REQUIREMENTS. PAVEMENT DAMAGED MODIFIED PROCTOR. DURING CONSTRUCTION. TRENCH RESTORATION - PERMANENT PATCH NOT TO SCALE EXISTING LEGEND UTILITY SYMBOLS LINETYPES XXX N WATER VALVE CENTER ONES M HYDRANT PROPERTY ONES III WATER METER RIGHT -OF -WAY LINES 00 MANHOLES (SS /SD) LOT LINES ❑ CB DITCH UNE o POWER/UTILITY POLE FLOW UNE (i WY ANCHOR WATER UNE Q POWER TRANSFORMER SANITARY SEWER UNE FPT­Tl POWER /TELEPHONE VAULT STORM DRAIN UNE O POWER METER DRAIN UNE D TELEPHONE/TV RISER - CHEMICAL UNE M GAS VALVE - - ABANDONED LINE 99 GAS METER GAS UNE 0 MONITORING WELL UNDERGROUND POWER LINES [RV]@ WATER /CHEMICAL VAULT UNDERGROUND TELEMETRY UNES AN BURIED VALVE W/ VALVE BOX UNDERGROUND TELEPHONE ONES ®® VALVE IN VAULT UNDERGROUND CABLE N UNES SURFACE SYMBOLS OVERHEAD POWER LINES �ri STREET UGHIT - -- OVERHEAD UTIUTY LINES Gli LUMINAIRE CHAIN UNK FENCE a SIGN XXX = MAILBOX D 0 CsCC ROCKERY M 1�} CONIFEROUS TREE s D O DECIDUOUS TREE HATCHING L) BETTER CONDITION. n 3. RESTORE OPEN SPACE AND LAWN AREAS TO EXISTING PAVEMENT SURVEY SYMBOLS CONCRETE B FOUND CASED MONUMENT BUILDING ® S5/B' IRON REBAR W PC CAP 3K SET NAG NAIL/WASHER UNLESS OTHFFRRWWISE STATED. oar 5. PRIOR TO INSTALLING PROPOSED HANDHOLES, THE W- 358304 CONSTRUCTION NOTES XXX 1. SEE DWG NO. E02 FOR ELECTRICAL CONDUIT AND D 0 CONDUCTOR SCHEDULE. M 2. CONTRACTOR SHALL SAW CUT ALL WALKWAY AND s D DRIVEWAY CROSSINGS AND RETURN TO EXISTING OR L) BETTER CONDITION. n 3. RESTORE OPEN SPACE AND LAWN AREAS TO EXISTING � m OR BETTER CONDITION AFTER COMPLETION OF WORK. 4. PROPOSED TANKS, PAD AND FENCE ARE LOCATED ON w � NZ CONCRETE DRIVEWAY. CONTRACTOR SHALL COORDINATE WITH RENTON CITY PARKS DEPARTMENT FOR FINAL PLACEMENT. oar 5. PRIOR TO INSTALLING PROPOSED HANDHOLES, THE CONTRACTOR SHALL POTHOLE IN THE AREA TO LOCATE C1 EXACT LOCATION OF UNDERGROUND UTILITIES. DO NOT � INSTALL HANDHOLES ON TOP OF UNDERGROUND UTILITIES. SIGNED 011041YS SIGNED. 01104N ♦, \� / M O N Z Zv a ZLL ~ W OC co Li3 a 00 U it: aft U V W W 0 J cr W Uj x W R INEER SNNER S NTISTS RH2 ENGINEERING, INC. http: / / +,.,h2.com mailboxDH2. com 1.8CC 720.8052 BELLINGHAM aso.sos.OSes 454 West Horton Road BOTHELL ° meml.. 22722 29th Drive SE, Suite 210 EAST WENATCHEE iii.j sseoo 300 Simon Street. Suite 5 RICHLAND sasaass,e, 114 Columbia Point Drl,e, Suite C SILVERDALE a.Allas.7ss° 2021 NW IAhyre Rd. Suite 107 TACOMA 253272a°ss 621 Pacific Avenue Suite 104 SCALE: SHOWN ?22222999W P222291 1. REVISED TO CONFORM 0 DRAWING IS NOT TO SCALE 2" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG ale*: 1 OW NO RH2 ENGINEER a /i8 /rE EN�: CCA E03 ENGINEERING WE � INC. 1ciiIi nMLM 11" REVISED PER CONSTUCTION RECORDS N0. i REVISION D +h: Jan 4, 2013 SHIIJ N0' arNr REN T ffir GAD I MLM 1 6/18/14 .ae NO -: 111 -016 JF8 BY REVIEW1 DATE Rcxua, CCTF— D— E— SITEPLAN.DWG 7U- W -3' $301- C € i 2 In D 0 an N Z I � I I t 7 0 0 D 0 M z s D L) n � m I w � NZ oar 3 I t 7 0 0 3 z � L) n n � I oar 3 C1 � m —H / N W -sa 7 0 0 z � GENERATOR BATTERY PLC PANEL o q + w w 0 a c� iL47L GENERATOR BATTERY POWERS THE GD-6 SNIFFER AND SOLENOID AS SHOWN HERE. THE ALARMING CONTACTS ARE WIRED TO THE PLC.THE SOLENOID IS WIRED TO THE NORMALLY CLOSED (NC) CONTACT AS THE VALVE SHOULD BE POWERED TO OPEN. GAS DETECTION WIRING SCHEMATIC EXISTING OVERHEAD DOOR EXISTING CMU BUILDING GENSET E -STOP 112" LIQUID PROPANE GAS LINE TO PROPANE TANK. SEE DWG NO. E03 FOR CONTINUATION SOLENOID SHUTOFF (VALVE ON GASLINE) b TO CCTF BUILDING. SEE DWG NO. E03 FOR CONTINUATION EXISTING INTRUSION SWITCHES. TO BE REMOVED PROPOSED GRAVITY EXHAUSTLOUVER EDGE OF EXISTING CONCRETE SIDEWALK ALUMINUM SHEET METAL ENCLOSURE EXISTING DOUBLE DOORS. PER LOUVER MANUFACTURER REMOVE DOORS AND FRAME TO ACCOMMODATE PROPOSED ENGINE GENERATOR CONSTRUCTION OF I BATTERY CHARGER EXISTING EXHAUST FAN G TO SERVICE TRANSFORMER GENERATOR VENTILATION /// NEAR WELL 8 BUILDING )y]=, . i / P15 PROPOSED AUTOMATIC C EXISTING LIGHT / P14 P8 FIXTURE SWITCHES I "LP" P7 TRANSFER SWITCH "ATS" 0 4 "EG" P12 CUSTOM DUCT AND BATTERIES "VCP" BELLOWS �- 4'-O"MIN SUPER CRITICAL EXHAUST I "E ^ EXISTING LIGHTING PANEL, SILENCER I q LP" "EG" C3 P2 REUSE EXISTING JUNCTION BOX EXISTING PANIC BUTTON. I TO METER BASES RELOCATE TO LOCATION SHOWN P7 6 EG FUEL LINE P8 Ca CONNECTION C2 I PROPOSED FIRE PROPOSED 30 STEPDOWN EXTINGUISHER TRANSFORMER QD EQUIPMENT PAD. . SEE DWG ❑ P13 ou N0. E05 FOR DETAILS PROPOSED PROPANE 2' • 0 "MIN GENERATOR PROPOSED NECT TRANSFORMER T DISCONNECT 0 RELOCATED PANIC BUTTON GAS DETECTOR 0 L INSTALL CONDUIT ALONG CONDUIT INSTALLED IN WALL ROUTED INTO ATTIC ATTIC SPACE PROPOSED VENTILATION CONTROL PANEL, "VCP ". SEE DWG NO. E05 FOR DETAILS PROPOSED MOTORIZED INTAKE LOUVER "LP" nnn1W"l M FLUORIDATION BUILDING ELECTRICAL PLAN 1/9 " =1' -0" CAUTION SIGN HANGING BY TWO STEEL CHAINS OVER CENTER OF EG SET. SEE DETAIL THIS SHEET. EG CONTROL PANEL AND CIRCUIT BREAKERS EXISTING COOLING O THERMOSTAT TO BE REPLACED 6'1 APPROX 6'1 SAW CUT OPENING FOR LOUVER INSTALLATION. LOCATE CUT LINES ON CMU JOINT LINES CONSTRUCTION NOTES © GAS DETECTOR XXX 2. SEE DWG NO. E02 FOR CONDUITICONDUCTOR GD-6 SCHEDULES. ± 420mA STATUS, FAIL ALARM, ATS IN NORMAL POSITION, ATS IN LOOP M CONDUCTORS INTO EXISTING TELEMETRY PANEL IN THE CCTF BUILDING. CONTRACTOR SHALL COORDINATE WITH O a g w 4 N w o� 3o N N.C. Fes- EXISTING OR BETTER CONDITION. a 5. LIQUID PROPANE PIPE SHALL BE SCH 80 BLACK IRON WRAPPED IN POLYETHYLENE ENCASEMENT TAPE SUITED FOR UNDERGROUND BURIAL. 6. CONTRACTOR TO USE EXISTING CONDUCTORS TO NoJh CC ON DWG NO. E02. 7. EXISTING VENTILATION FAN IS OPERATIONAL. GENERATOR BATTERY POWERS THE GD-6 SNIFFER AND SOLENOID AS SHOWN HERE. THE ALARMING CONTACTS ARE WIRED TO THE PLC.THE SOLENOID IS WIRED TO THE NORMALLY CLOSED (NC) CONTACT AS THE VALVE SHOULD BE POWERED TO OPEN. GAS DETECTION WIRING SCHEMATIC EXISTING OVERHEAD DOOR EXISTING CMU BUILDING GENSET E -STOP 112" LIQUID PROPANE GAS LINE TO PROPANE TANK. SEE DWG NO. E03 FOR CONTINUATION SOLENOID SHUTOFF (VALVE ON GASLINE) b TO CCTF BUILDING. SEE DWG NO. E03 FOR CONTINUATION EXISTING INTRUSION SWITCHES. TO BE REMOVED PROPOSED GRAVITY EXHAUSTLOUVER EDGE OF EXISTING CONCRETE SIDEWALK ALUMINUM SHEET METAL ENCLOSURE EXISTING DOUBLE DOORS. PER LOUVER MANUFACTURER REMOVE DOORS AND FRAME TO ACCOMMODATE PROPOSED ENGINE GENERATOR CONSTRUCTION OF I BATTERY CHARGER EXISTING EXHAUST FAN G TO SERVICE TRANSFORMER GENERATOR VENTILATION /// NEAR WELL 8 BUILDING )y]=, . i / P15 PROPOSED AUTOMATIC C EXISTING LIGHT / P14 P8 FIXTURE SWITCHES I "LP" P7 TRANSFER SWITCH "ATS" 0 4 "EG" P12 CUSTOM DUCT AND BATTERIES "VCP" BELLOWS �- 4'-O"MIN SUPER CRITICAL EXHAUST I "E ^ EXISTING LIGHTING PANEL, SILENCER I q LP" "EG" C3 P2 REUSE EXISTING JUNCTION BOX EXISTING PANIC BUTTON. I TO METER BASES RELOCATE TO LOCATION SHOWN P7 6 EG FUEL LINE P8 Ca CONNECTION C2 I PROPOSED FIRE PROPOSED 30 STEPDOWN EXTINGUISHER TRANSFORMER QD EQUIPMENT PAD. . SEE DWG ❑ P13 ou N0. E05 FOR DETAILS PROPOSED PROPANE 2' • 0 "MIN GENERATOR PROPOSED NECT TRANSFORMER T DISCONNECT 0 RELOCATED PANIC BUTTON GAS DETECTOR 0 L INSTALL CONDUIT ALONG CONDUIT INSTALLED IN WALL ROUTED INTO ATTIC ATTIC SPACE PROPOSED VENTILATION CONTROL PANEL, "VCP ". SEE DWG NO. E05 FOR DETAILS PROPOSED MOTORIZED INTAKE LOUVER "LP" nnn1W"l M FLUORIDATION BUILDING ELECTRICAL PLAN 1/9 " =1' -0" CAUTION SIGN HANGING BY TWO STEEL CHAINS OVER CENTER OF EG SET. SEE DETAIL THIS SHEET. EG CONTROL PANEL AND CIRCUIT BREAKERS EXISTING COOLING O THERMOSTAT TO BE REPLACED 6'1 APPROX 6'1 SAW CUT OPENING FOR LOUVER INSTALLATION. LOCATE CUT LINES ON CMU JOINT LINES CONSTRUCTION NOTES © 1. SEE DWG NO. E02 FOR EQUIPMENT SCHEDULE XXX 2. SEE DWG NO. E02 FOR CONDUITICONDUCTOR SCHEDULES. 3� 3. CONTRACTOR SHALL CONNECT ENGINE GENERATOR RUN STATUS, FAIL ALARM, ATS IN NORMAL POSITION, ATS IN EMERGENCY POSITION, AND TROUBLE ALARM M CONDUCTORS INTO EXISTING TELEMETRY PANEL IN THE CCTF BUILDING. CONTRACTOR SHALL COORDINATE WITH O CITY SYSTEM INTEGRATOR. 4 N 4. SAWCUT CONCRETE FLOOR AND SIDEWALK TO INSTALL GAS LINE AND CONDUITS. RESTORE CONCRETE FLOOR TO Fes- EXISTING OR BETTER CONDITION. 5� 5. LIQUID PROPANE PIPE SHALL BE SCH 80 BLACK IRON WRAPPED IN POLYETHYLENE ENCASEMENT TAPE SUITED FOR UNDERGROUND BURIAL. 6. CONTRACTOR TO USE EXISTING CONDUCTORS TO CONNECT TO THE PROPOSED TRANSFORMER AS SHOWN CC ON DWG NO. E02. 7. EXISTING VENTILATION FAN IS OPERATIONAL. O CONTRACTOR SHALL REPLACE THERMOSTAT AND ESTABLISH A WORKING VENTILATION SYSTEM BASED ON TEMPERATURE CONTROL. 8. CONDUIT FOR RELOCATED DEVICES SHALL BE SURFACE W MOUNTED. 9. WIRE INTRUSION CIRCUIT CLOSED TO KEEP INTRUSION SYSTEM FUNCTIONAL. W- 358305 BLOCK LETTERING TYPICAL 3" HIGH WHITE BLOCK BOTH SIDES OF SIGN. LETTERING. 2" HIGH WHITE BLOCK CA TIO LETTERING. AUTOMATIC EQUIPMENT MA START AT ANYTIME. EAR PROTECTION REQUIRED. RED FIBERGLASS SIGN. SIZE TO FIT ALL LETTERING. CAUTION SIGN DETAIL NOT TO SCALE SIGNED 01104113 SIONED 01104113 ♦ .\ / •, ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://w&w.rh2.com mo;ibo.Sir om 1- 800 720.8052 BELLINGHAM 26o.e76.os36 454 west Horton Poad BOTHELL .,.' iswo 22722 29th Drive SE. Suite 210 NE EAST sos,ws.zaoo 300 Simon Street, Suite 5 RICHLAND sosa"ssrer 114 Columbia Point Drive, Suite C SILVERDALE 360,876O96U 2021 NW 1 hyre Rd. Suite 107 TACOMA 2s2i72a059 621 Pacific Avenue Suite 104 V 1 f REVISED TO CONFORM DRAWING IS NOT TO SCALE TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG KOT: 1 OWL x0. RHft&.. i8 A / N CCA E04 4INC.i 6 // fQ`AEkD: MLM o•'E- Jon 4, 2013 SHEET x0. gzxr: REN 1 \ 5 REVISED PER CONSTUCTION RECORDS GAD I MLM 6/18/14 +ce xo.: 111 -016 N0. REVISION BY I REVIEW DATE n ir: CCTF— D— E— FLR— BLD.DW( pre' w -3sa3i Q U M O � N V Fes- W Zv w CC Z O Z cc W Oa ma V Z O W Q 0 W J LL ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://w&w.rh2.com mo;ibo.Sir om 1- 800 720.8052 BELLINGHAM 26o.e76.os36 454 west Horton Poad BOTHELL .,.' iswo 22722 29th Drive SE. Suite 210 NE EAST sos,ws.zaoo 300 Simon Street, Suite 5 RICHLAND sosa"ssrer 114 Columbia Point Drive, Suite C SILVERDALE 360,876O96U 2021 NW 1 hyre Rd. Suite 107 TACOMA 2s2i72a059 621 Pacific Avenue Suite 104 V 1 f REVISED TO CONFORM DRAWING IS NOT TO SCALE TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG KOT: 1 OWL x0. RHft&.. i8 A / N CCA E04 4INC.i 6 // fQ`AEkD: MLM o•'E- Jon 4, 2013 SHEET x0. gzxr: REN 1 \ 5 REVISED PER CONSTUCTION RECORDS GAD I MLM 6/18/14 +ce xo.: 111 -016 N0. REVISION BY I REVIEW DATE n ir: CCTF— D— E— FLR— BLD.DW( pre' w -3sa3i PROPOSED EG INTAKE LOUVER EXTERIOR FACE OF FLUORIDATION BUILDING CMU WALL CUT CMU LINE AT CMU JOINT CONTRACTOR SHALL PROVIDE SEALANT FOR WATER TIGHTNESS EXISTING CONCRETE FLOOR PROPOSED INTAKE LOUVER SHALL BE POTTORFF EFD-445 WITH BIRD & INSECT SCREEN AND MOTORIZED DAMPER OR EQUAL T -0" CONTRACTOR SHALL CONVERT EXISTING DOUBLE DOORS TO LOUVER ASSEMBLY EXTERIOR FACE OF FLUORIDATION BUILDING CMU WALL APPROXIMATE LOCATION OF BOND BEAM. CONTRACTOR SHALL FIND EXACT LOCATION BEFORE LOUVER INSTALLATION CONTRACTOR SHALL INSTALL BOTTOM OF LOUVER ONE CMU LAYER ABOVE BOND BEAM EG INTAKE LOUVER ELEVATION VIEW 1/2' = i' - 0" EG CONTROL PANEL AND BREAKERS THIS END SECURE EG BASE TO EXISTING FLOOR AT VIBRATION ISOLATORS PER MANUFACTURE'S I. THREADED ROD SECURED TO EXISTING ROOF TRUSSES P1000 UNISTRUT (TYPICAL) PROPOSED SUPER CRITICAL EXHAUST SILENCER FLEXIBLE EXHAUST CONNECTOR CONTRACTOR SHALL PROVIDE SEALANT FOR WATER TIGHTNESS .. Q' .. Q. PROPOSED EG EXHAUST FAN AND 20 GAUGE FLEXIBLE METAL ADAPTER (BELLOWS). BOLT FLEXIBLE ADAPTER TO THE METAL LIP OF PROPOSED 24'W X 240H X 1/4" THICK THE EXHAUST FAN USING 1/4' BOLTS HINGED, GALVANIZED RUBBER GASKET AND HANDLE FOR ACCESS TO THE LOUVER OPERATOR ENGINE GENERATOR SIDE VIEW 1/2 " =1' -0" PROPOSED EXHAUST LOUVER SHALL BE POTTORFF EFD445 WITH BIRD & INSECT SCREEN AND GRAVITY DAMPER OR EQUAL SIZE ENCLOSURE AS NECESSARY TO CONTAIN VENTILATION CONTROL LOGIC DEVICES. ENCLOSURE SHALL SIGNED 01104118 BE A HOFFMAN NEMA 1 OR EQUAL LABEL ENCLOSURE PER SPECIFICATIONS VENTILATION_ CONTROL PANEL, "VCP" ENCLOSURE Z _ PROPOSED EG EXHAUST LOWER PROPOSED EG EXHAUST PIPE T C� EXISTING DOOR & FRAME --- 4' -0" EG EXHAUST LOUVER ELEVATION VIEW 1/9 " -1, -n" I SIGNED. 01/04/15 EXISTING y O� DOOR &FRAME ` J CALL FROM NORMALLY OPEN, POWER TO CLOSE GENERATOR 20A I GENERATOR INTAKE ka X LOUVER ACTUATOR, LA -1 ALUMINUM SHEET METAL ENCLOSURE BY ri` 0 LOUVER MANUFACTURER. MIN 10 GA V THICKNESS WITH MIN 2" WIDE INTERIOR AND EXTERIOR FLANGES L (n J M W Z W CONCRETE FLOOR GENERATOR BUILDING VENTILATION CONTROL N p EXISTING CMU WALL INSTALL WARNING SIGN "CAUTION - PIPE MAY BE HOT. DO NOT TOUCH." SIZE 18"W x 12"H PROPOSED STEEL PROPOSED INSULATED EXHAUST PIPE THIMBLE - EXHAUST PIPE T409 STAINLESS STEEL TRIPLE WALL CONSTRUCTION. SIZE NECESSARY FOR EXHAUST PIPE AND LOCATION COVER OUTSIDE EXHAUST SYSTEM AND 0 INSULATION BLANKET WITH A 0.16 ALUMINUM JACKET. SIZE TO FIT PROPOSED ALUMINIZED STEEL RAIN CAP WITH STAINLESS STEEL HARDWARE FOR EXHAUST PIPE EXTENDED ABOVE ROOF LINE WITH FLASHING. HARCO MANUFACTURING COMPANY OR EQUAL 20 GAUGE SHEET METAL DUCT FROM FLEXIBLE SHEET METAL ADAPTER TO THE DISCHARGE ACOUSTICAL LOUVER. BOLT TO LOUVER AROUND PERIMETER OF DUCT USING 1/4" BOLTS. SECURE TO FLEXIBLE METAL ADAPTER USING SHEET METAL SCREWS PROPOSED EXHAUST LOUVER & DAMPER PROPOSED SHEET METAL ENCLOSURE WITH MIN 2" WIDE INTERIOR AND EXTERIOR FLANGES FLEXIBLE EXI CONNI EG BA: E CAST -IN -PLACE CONCRETE HOUSEKEEPING PAD, SIZE ACCORDING TO EQUIPMENT DIMENSIONS PLUS 2" OF CLEARANCE ON EACH SIDE. ROUGHEN FLOOR UNDER PAD PRIOR TO POURING PAD. PROVIDE 44 W1.4xW1.4 WWM AT TOP FACE WITH 1 -1/2" CLEAR COVER NO SCALE 1-w LU zz Zv �O 0 Z~ 7/8" CHAMFER, ALL W J OUTER EDGES cc W Z WIDTH VARIES LL. m W #4 DOWEL, EACH CORNER, 6" LENGTH, 4' O 0 z p EMBEDMENT INTO FLOOR a _Z a d a d a 4 IL) H Q V Z Q EXISTING CONCRETE W p TYPICAL EQUIPMENT PAD 1" = 1' -0" SUPER CRITICAL EXHAUST SILENCER REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 ENGINEERI G INC. ATE ENGINE GENERATOR REAR VIEW 1 /9 " =1' -n" lj REVISED PER CONSTUCT10N RECORDS N0. REVISION FLOOR (3 0 W Oa W W Z W 0 E N GIMER PLANSCIE qw RH2 ENGINEERING, INC. hltp: //nx & rh2.com manb..@,hSc.m 1.800.720.8052 BELLINGHAM otw.�s.oa 454 ?lest Horton Road 801 azs.asl s <oo 22722 29th Dme SE. Suite 210 EAST WENATCHEE soa.eesz 300 Simon Street, Suite 5 RIZIN0 soasas5rsr 114 Columbia Point Drive, Suite C SILVERDALE sso.e7s.7aco 2021 NW IJhyre Rd. Suite 107 TACOMA ?5 723osa 621 Pacific Avenue Suite 104 SCALE: SHONN 0 1" 2" DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG W=358306 aDMLM CCA E05 DAM don 4, 2013 SNUTTo N axNT: REN v ow GAD I MLM 1 6/18/14 "NO, 111 -016 8 BY IREVIEW1 DATE jnuovl CCTF- D-E-FLR- BLD -STR /At- w -3 se Li 06 n C < a u 3 N Z II I 0 4 0 a 3� F f� z m t4 m EXISTING DOORWAY 3 IAUST n :CTER z \ EG CONTROL PANEL E EG VIBRATION ISOLATORS III Q 0 REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 ENGINEERI G INC. ATE ENGINE GENERATOR REAR VIEW 1 /9 " =1' -n" lj REVISED PER CONSTUCT10N RECORDS N0. REVISION FLOOR (3 0 W Oa W W Z W 0 E N GIMER PLANSCIE qw RH2 ENGINEERING, INC. hltp: //nx & rh2.com manb..@,hSc.m 1.800.720.8052 BELLINGHAM otw.�s.oa 454 ?lest Horton Road 801 azs.asl s <oo 22722 29th Dme SE. Suite 210 EAST WENATCHEE soa.eesz 300 Simon Street, Suite 5 RIZIN0 soasas5rsr 114 Columbia Point Drive, Suite C SILVERDALE sso.e7s.7aco 2021 NW IJhyre Rd. Suite 107 TACOMA ?5 723osa 621 Pacific Avenue Suite 104 SCALE: SHONN 0 1" 2" DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG W=358306 aDMLM CCA E05 DAM don 4, 2013 SNUTTo N axNT: REN v ow GAD I MLM 1 6/18/14 "NO, 111 -016 8 BY IREVIEW1 DATE jnuovl CCTF- D-E-FLR- BLD -STR /At- w -3 se Li 06 n C < a u 3 N Z II I 0 4 0 a 3� F f� z m t4 i a° C 1 =_ i m m 3 n n z 0" 0 i a° C 1 =_ i m PROPOSED FLEXIBLE PROPANE LINE (TYP) SECURITY FENCE POST (TYP) 8' WIDE GREEN VYNIL COATED FENCE FABRIC WITHOUT PRIVACY SLATS m SECURE FENCE FABRIC TOGETHER AT OVERLAP WITH HOG RINGS SPACED 1' -W MAX 5wild PROVIDE VERTICAL PRIVACY SLATS WITH VERTICAL LOCKING FEATURE, SYSTEM EQUAL TO PRIVA -MAX PRIVACY SLAT, GREEN V -0" 15/8" O.D. ROOF CROSS BRACING AS NEEDED PROPOSED CONNECTION TO PROPANE TANK (TYP) PROPOSED LIQUID PROPANE LINE. SEE DWG NO. E03 FOR CONTINUATION TO FLUORIDATION BUILDING zl� 1 2' - 6'• \f CONTRACTOR SHALL WELD CROSS BRACES AT INTERSECTIONS X / z v 15' -0" 4' -0 "MAX (TYP) N PROPANE TANK TOP VIEW 1/2' = 1' - 0" GREEN VYNIL COATED FENCE FABRIC FENCE POST 8'-0' SPACING MAX 8' ON CENTER CHAIN -LINK FENCE WITH CLOSED IN TOP AND DOUBLE SWING GATE NOT TO SCALE 15' -0" 2' -6" FENCE FABRIC OVERLAP DOUBLE GATE ENTRANCE PROPOSED V TALL SECURITY FENCE WITH PRIVACY SLATES BOLLARD (TYP). SEE DETAIL THIS SHEET FENCE & GATE NOTES FENCE HEIGHT IS MEASURED FROM CROWN OF TOP RAIL TO FINISHED GROUND SURFACE ALL POSTS AND RAILS SHALL BE SCH. 40 STEEL PIPE UNLESS OTHERWISE NOTED, SIZE NOTED ON PLANS SHALL BE O.D. ALL COMPONENTS SHALL BE HOT DIPPED GALVANIZED PER 9.16.3 (3) OF THE STANDARD SPECIFICATIONS BASED ON MATERIAL TYPE. POSTS AND RAILS TO GRADE 1, FABRIC TO CLASS 1. HARDWARE TO MATCH GALVANIZING REQUIREMENTS TO WHICH IT IS ATTACHED. ALL FABRIC SHALL BE CORE WIRE GAUGE 9, GREEN VYNIL COATED AND 2 -INCH MESH. EXCEPT FOR RAILING EQUIVALENT FENCE, TOP AND BOTTOM FABRIC SELVAGES SHALL BE TWISTED. TOP SELVAGE OF RAILING EQUIVALENT FENCE SHALL BE KNUCKLED. LEAVE NO MORE THAN 3 -INCH GAP BETWEEN FINISHED GROUND SURFACE AND BOTTOM SELVAGE. UNLESS OTHERWISE NOTED ATTACH CHAINLINK TO RAILS AND HORIZONTAL BRACES USING 13 GAUGE WIRE @ 2' O.C. AND 9 GAUGE WIRE TO LINE POSTS AT 15" O.C. ADJUST FENCE POST LOCATIONS TO AVOID CONFLICT WITH UTILITIES OR OTHER STRUCTURES. MINIMUM 2' CLEARANCE. FENCE TOP COVER SHALL BE GREEN VYNIL COVERED FENCE FABRIC WITH CROSS RAILS. VERTICAL SUPPORTS WILL NOT BE ACCEPTED. MINIMUM FABRIC OVERLAP IS l'- 0 '. EDGE OF CCTF BUILDING PROPANE TANK MOUNTS. ATTACH TO EXISTING CONCRETE WITH CONCRETE ANCHORS. SIZE PER TANK SUPPLIERS RECOMMENDED SIZE POST FOOTING SCHEDULE PROPOSED 500 GALLON PROPANE TANK (TYPICAL) ®- "7"m - - - -- . . . . . . . . v . FENCE POST AND RAIL SCHEDULE END, PULL, GATE, FOOTING FOOTING POST (O.D. IN) DIA. DEPTH EMBEDMENT RAILS IN IN MIN. IN SWING GATE POST 18 48 42 FENCE LINE POST 12 36 30 END, CORNER, 16 42 36 PULL POST PROPOSED 500 GALLON PROPANE TANK (TYPICAL) ®- "7"m - - - -- . . . . . . . . v . FENCE POST AND RAIL SCHEDULE END, PULL, GATE, LINE POSTS TOP, MID, CORNER POSTS (O.D. IN) BOTTOM (O.D. IN) RAILS (O.D. IN) GATE 2.875 5.563 2.375 1.66 REVISED TO CONFORM TO CONSTRUCTION RECORDS i�'Ja cL 9» ✓li. RH2�ENGINEE -RN INC. DATE PROPANE TANK SIDE VIEW 1/2 ° =1' -0" CONCRETE DOME TOP 6' - 6"x 4 "SCH. 40 STEEL PIPE W/ CAP FILLED WITH CONCRETE. HOT DIP GALVANIZE AFTER FABRICATION, PAINT SAFETY YELLOW. LOCATE AS SHOWN ON PLAN @ 5' O.C. SAWCUT OR CORE DRILL 18" DIAMETER HOLE EXISTING CONCRETE DRIVEWAY W- 358301 RM-1 CONCRETE DRIVEWAY EMBEDMENT V o > b. b b e b 6' BOLLARD FOOTING CAST �— 1' -0" AGAINST UNDISTURBED DIAM NATIVE SOIL BOLLARD DETAIL NOT TO SCALE L\ REVISED PER CONSTUCTION RECORDS GAD I MLM 6/18/14 NO. REVISION BY REVIEW DATE /Or&. vj .-�R ' a-ga'7 SIGNAk 01104113 SICKED. 01104118 J M W N N '�RR � V Z Zv U ZO LL cc Ix C3 Z W 0. 0 a =V Z �W a W x a W p, O oC IL ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http,//w*wrh2.com merboxdrh2 -ccm 1.8007208052 EIELLINGHAM 360.676.6636 454 Nest Horton Road EIOTHELL a .s51. 22722 29th Drive SE, Suite 210 EAST WENATCHEE sasseszaoo 300 Simon Street. SAe 5 RICHLAND s6s.sass,er 114 Columbia Point Dr,, , Suite C SILVERDALE 366.676.7866 2021 N1V IAhlre Rd. Suite 107 TACOMA 263.2729869 621 Padfc Avenue Suite IN SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG OW ND ccA E06 Jan 4, 2013 a: REN rw.; 111 -016