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1017CombinedDrawingsCopyright © 2016 KLUBER, INC. GENERAL NOTES INDEX OF DRAWINGS G100 COVER SHEET, GENERAL NOTES, SYMBOLS, & ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH DETAIL NUMBER s DRAWING INDEX BY INTERNATIONAL BUILDING CODE (2009) AND SHALL CONFORM TO ALL OTHER DRAWING NUMBER 12.24 APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS INCLUDING THE ILLINOIS A101 EQUIPMENT WALL DETAILS ACCESSIBILITY CODE (1997) AND THE AMERICANS WITH DISABILITIES ACT. � E010 ELECTRICAL SYMBOLS LIST &PANEL DETAIL NUMBER 23 — z SCHEDULES �--� A. GENERAL NOTES B: MISCELLANEOUS AND DEMOLITION NOTES DRAWING NUMBER A719 0 0f E100 ELECTRICAL SITE PLAN OF" 1. ALL CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BE KNOWLEDGEABLE C.�% E300 ELECTRICAL LOWER LEVEL POWER PLAN 1. COORDINATE PENETRATIONS AND/OR SLEEVES REQUIRED IN WALLS, FLOORS, E310 ELECTRICAL MAIN LEVEL POWER PLAN REGARDING EXISTING CONDITIONS AND THEIR EFFECT ON THE PROPOSED WORK. CEILINGS OR ROOFS FOR MECHANICAL AND ELECTRICAL WORK REQUIRED BY 2 E600 ELECTRICAL ONE -LINE RISER DIAGRAM & MMW - CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR, ANY CONDITIONS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. DETAIL NUMBER DRAWING NUMBER 6 9.16 5 D DETAILS MODIFICATION BEFORE PROCEEDING WITH THE PROJECT. 2. SEAL PENETRATIONS OF DUCTWORK, CONDUIT OR PIPES WITH UL APPROVED 3 m 2. NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO THE MATERIALS TO MAINTAIN THE FIRE RATING OF ASSEMBLIES. PROVIDE FIRE` INTERRUPTION OF ANY UTILITY. DAMPERS AS INDICATED ON THE DRAWINGS. DETAIL NUMBER 1 o A6.05 3. PROTECT AND KEEP IN SERVICE ACTIVE UNDERGROUND UTILITIES, PIPES, OR CONDUITS, 3. APPLY APPROPRIATE & COMPATIBLE SEALANT MATERIALS AS REQUIRED TO DRAWING NUMBER r CD co 0 co o WHETHER INDICATED ON THE DRAWINGS OR NOT, UNLESS SPECIFICALLY CALLED FOR TO SEPARATE DISSIMILAR METALS, FILL GAPS IN EXISTING ASSEMBLIES OR (f� c .o r o CO BE REMOVED, RELOCATED, OR DISCONNECTED AND ABANDONED. WHERE NEW AND EXISTING ASSEMBLIES MEET OR WHERE OTHERWISE-S� C REQUIRED BY THE SPECIFICATIONS. COLUMN rLU m i = � o = C ci 4. CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OFNUMBER 26 Y .0 OTHER TRADES. 4. BRING ANY UNFORESEEN OR CONFLICTING CONDITIONS TO THE IMMEDIATE 0 ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE mWORK. 5. NO WORK WILL BE PERMITTED TO BE INSTALLED WITHOUT RECIPT AND SUBSEQUENT Z REVIEW OF FULL AND COMPLETE SUBMITTALS BY THE ARCHITECT/ENGINEER. LOCATION 1ST FLR. v 5. REPAIR, PATCH, OR REPLACE FINISH MATERIALS OR VISIBLE ASSEMBLIES ELEVATION 100'-0" 6. DO NOT SCALE DRAWINGS, DIMENSIONS INDICATED TAKE PRECEDENCE OVER SCALE. THAT ARE SOILED, CUT OR DAMAGED IN ANY FASHION DURING THE COURSE OF THE WORK. PERFORM PATCHING SUCH THAT EDGES BLEND INTO PROJECT VILLAGE O OAK BROOK 7. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. WHERE DISCREPANCIES ARE CONTIGUOUS SURFACES SMOOTHLY, MATCHING TEXTURE AND COLOR OF FOUND BETWEEN DIMENSIONS OR ELEVATIONS SHOWN AND ACTUAL FIELD CONDITIONS, ADJACENT SURFACES. ROOM 204 NOTIFY ARCHITECT/ENGINEER. NUMBER ELECTRICAL SYSTEMS UPGRADES 6. CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBTAINING A BUILDING 8. WHERE CONFLICTS MAY EXIST BETWEEN THE REQUIREMENTS OF PORTIONS OF THE PERMIT FROM THE VILLAGE OF OAK BROOK. CONTRACT DOCUMENTS, THE GREATER QUANTITY, HIGHER QUALITY OR MORE STRINGENT SIGNED AND SEALED DOCUMENTS AS REQUIRED. KLUBER WILL PROVIDE THE VILLAGE WILL BEDOOR 1200 OAK BROOK ROAD NO. NEW 203 W REQUIREMENT SHALL GOVERN. THEREFORE, BY EXECUTING A CONTRACT FOR RESPONSIBLE FOR ANY PERMIT FEES..2 CONSTRUCTION, THE CONTRACTOR AGREES THAT, IF IT RAISED NO QUESTIONS REGARDING SUCH CONFLICTS DURING THE BIDDING PROCESS, AND IN THE ABSENCE OF DOOR NO. EXISTING 203.1X OAKBROOK IL 6 Q Q A CLARIFYING ADDENDUM ISSUED DURING THE BIDDING PROCESS, IT HAS VOLUNTEERED 7 TO COMPLY WITH THE MORE EXPENSIVE REQUIREMENT AS PART OF ITS BASE BID AND NOMINAL THICKNESS IS NOT ENTITLED TO ANY ADDITIONAL COMPENSATION TO RESOLVE THE CONFLICT. CONSTRUCTION TYPEb SPECIAL CONDITION a 9. THE CONTRACT DOCUMENTS REQUIRE THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE PRODUCTS, SYSTEMS AND SERVICES. BY EXECUTING A CONTRACT FOR OWNER VILLAGE O OAK BROOK M CONSTRUCTION, THE CONTRACTOR AGREES THAT THE DRAWINGS SET FORTH THE KEYNOTE 15.211 (n DESIGN INTENT AND, THEREFORE, MAY NOT EXPRESSLY DEPICT EVERY LENGTH, SEGMENT, PIECE, PART, COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE. IDENTIFICATION 1200 OAK BROOK ROAD LU THE CONTRACTOR FURTHER AGREES THAT,AS PART OF ITS BID IT MUST FURNISH AND W INSTALL EVERY LENGTH, SEGMENT, PIECE, PART, COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE AND, CONSEQUENTLY, THE CONTRACTOR IS NOT ENTITLED TO ANY OAK BROOK,IL 60523 WINDOW TYPE ADDITIONAL COMPENSATION FOR ANY LENGTH, SEGMENT, PIECE, PART COMPONENT OR IDENTIFICATION UNIT OF A PRODUCT, SYSTEM OR SERVICE BECAUSE IT IS NOT EXPRESSLY DEPICTED HEREIN. cn J TOILET ACCESSORY X ❑ STANDARD ABBREVIATIONS IDENTIFICATION U Y � - AT EXP - EXPANSION PL - PLATE ARCHITECT/ KLUBER INC. O O n A B - ANCHOR BOLT EXP CONST - EXPOSED CONSTRUCTION PL LAM - PLASTIC LAMINATE SPOT � m ABR - ABRASIVE FD - FLOOR DRAIN PL- PLASTER ELEVATION �� o� ENGINEER 10 S. S H U M WAY AVE. a O J (1) - ACOUSTIC TILE CEILING (TYPE) FDN -FOUNDATION PLB G -PLUMBING �� V Q Y AFF - ABOVE FINISH FLOOR FE - FIRE EXTINGUISHER PLB G CONTR - PLUMBING CONTRACTOR O W AFG - ABOVE FINISH GRADE FEC - FIRE EXTINGUISHER CABINET PLYWD - PLYWOOD BATAVIA, ILLINOIS 60510 W p 00 O ACOUS - ACOUSTIC FHC - FIRE HOSE CABINET PINT - PAINT ® STEEL J Y w ADD'N - ADDITION FIN - FINISH PVC - POLYVINYL CHLORIDE TEL 630-406-1213 O O ADD'L - ADDITIONAL FLR - FLOOR PL -(1) - GYPSUM PLASTER (TYPE) Wo Y ADJ - ADJACENT FRT - FIRE RETARDANT TREATED (RATED) R OR RAD - RADIUS FAX 630-406-9472 � N O r ADJT - ADJUSTABLE FUR CHN'L - FURRING CHANNEL R - RISER =--"'-"'-"'-" EARTH > AL ALT -ALUMINUM ALTERNATE FTG -FOOTING GA GAUGE RD -ROOF RO DRAIN ROUGH OPENING www.kluberinc.com - - - ANCH - ANCHOR GALV - GALVANIZED RF (1) - RUBBER FLOORING (TYPE) 0 AP - ACCESS PANEL GEN CONTR - GENERAL CONTRACTOR RH - RIGHT HAND a.•a •: a: CONCRETE 0 APPROX - APPROXIMATE GC - GENERAL CONTRACTOR REF - REFERANCE ASPH - ASPHALT GL - GLASS REINF - REINFORCING AUTO - AUTOMATIC GYP DB -1 - GYPSUM WALL BOARD (DRYWALL)(TYPE) REQ'D - REQUIRED AVG - AVERAGE GYP PL -((1 - GYPSUM PLASTER (TYPE) RM - ROOM INSULATION BSMT - BASEMENT H - HIGH SF - SQUARE FOOT RIGID BD - BOARD HD - HEAVY DUTY SI - SQUARE INCH BITUM - BITUMINOUS/BITUMASTIC HD - HARD SK - SINK Q BLDG - BUILDING HDNR - HARDENER SS - STAINLESS STEEL ® INSULATION 0 BLK'G - BLOCKING (WOOD) HD WD -(1) - HARD WOOD (TYPE) SSK - SERVICE SINK BATT BM - BEAM HDWRE - HARDWARE SQ - SQUARE LL B. M. - BENCH MARK HGT - HEIGHT SCHED - SCHEDULE BT STL PL - BENT STEEL PLATE HM - HOLLOW METAL SEAL/HDNR - SEALER/HARDENER ® BRICK 0 BRG - BEARING HP - HIGH POINT SEC - SECTION BRKT - BRACKET HORIZ - HORIZONTAL SHT - SHEET W BRK BTM - BRICK HTG - HEATING SIM - SIMILAR WOOD BTW, N - BETWEEN IN - INCH SPEC - SPECIFICATION(S) FINISHED CJ - CONSTRUCTION/CONTRACTION JOINT ID - INSIDE DIAMETER SPC'G - SPACING J CAB - CABINET INCL - INCLUDE (D) SPK'R - SPEAKER _ _ CEMENT RTILEY _ OR INSULATING STN _ BLOCKING CTMPAV-�1 - CERAMIC PAVER (TYPE) JT _ JOINT STD STD - STANDARD DISCONTINUOUS CIPC - CAST- IN- PLACE CONCRETE KD - KNOCK DOWN STD WGT - STANDARD WEIGHT > CLG - CEILING L - LONG STL - STEEL CLR - CLEAR LAM - LAMINATED STRUCT - STRUCTURAL OR STRUCTURE BLOCKING CO - CLEAN OUT LAV - LAVATORY SUSP - SUSPEND(ED) CONTINUOUS CMU - CONCRETE MASONRY UNIT LH - LEFT HAND SYM - SYMMETRICAL CONCRETE COL - COLUMN LP - LOW POINT T - TREAD COMB - COMBINATION LGT WGT - LIGHTWEIGHT T&G - TONGUE AND GROOVE ® MASONRY UNIT COMP - COMPRESSIBLE LL - LIVE LOAD T/B - TOP OF BEAM (RUNNING BOND) COMPT'D - COMPACTED LLH - LONG LEG HORIZONTAL T/C - TOP OF CURB CONCRETE CONC - CONCRETE LLV - LONG LEG VERTICAL T/F - TOP OF FOUNDATION CONC OPNG - CONCRETE OPENING LVR - LOUVER T/S - TOP OF SLAB MASONRY UNIT COND - CONDITION MO - MASONRY OPENING T/STL - TOP OF STEEL (STACK BOND) CONT - CONTINUOUS MT - METAL THRESHOLD T/W - TOP OF WALL CONTR - CONTRACT (OR) MAS'Y - MASONRY TB (4) - TACKBOARD (LENGTH) BITUMINOUS CPT- 1) - CARPET (TYPE) MAT'L - MATERIAL TOM - TOP OF MASONRY CT-(1� - CERAMIC TILE (TYPE) MAX - MAXIMUM TYP - TYPICAL CONCRETE CTR - COUNTER MB -(16) - MARKERBOARD- (LENGTH) UNO - UNLESS NOTED OTHERWISE CTR CTS SK - CEOUNTER NTER(S)SINK MECH - MECHANICAL MECH CONTR - MECHANICAL CONTRACTOR VBC - VBS - VINYL BASE COVED VINYL BASE STRAIGHT © AcousTlc SEALS & CERTIFICATES cn z CUH - CABINET UNIT HEATER MFR - MANUFACTURER VCT - VINYL COMPOSITION TILE CEILING PANEL CUV - CABINET UNIT VENTILATOR MIN - MINIMUM VEN PL (1) - VENEER PLASTER (TYPE) DIA - DIAMETER MISC - MISCELLANEOUS VERT - VERTICAL9 GYPSUM o DIM - DIMENSION MSB - MOP SERVICE BASIN (SINK) W - WIDE OR WIDTH o DN - DOWN MT(D) - MOUNT(ED) W/ - WITH WALL BOARD ELECTRICAL ENGINEER'S MECHANICAL ENGINEER'S STRUCTURAL ENGINEER'S ARCHITECT'S m DR - DOOR MTL - METAL W/0 - WITHOUT SEAL SEAL SEAL SEAL DWG'S - DRAWINGS NIC - NOT IN CONTRACT WCG - WALL CORNER GUARD I HAVE PREPARED, OR CAUSED TO DTL - DETAIL NOM - NOMINAL WD - WOODGRAVEL BE PREPARED UNDER MY DIRECT DWL'S - DOWELS NTS - NOT TO SCALE WDN - WINDOW $gym SUPERVISION THE ATTACHED PLANS ' = pFESSION X111 r�� pFESSION X111 ��� r4_ 0CTUR X11 = �D-ARC 111 11111-- 1h EA - EACH NO - NUMBER WGT - WEIGHT AND SPECIFICATIONS AND STATE Q�-----, F 11� e�-----, ��F ' ► o - ti ► q� cc �•;'i - o - ti ►� EJ - EXPANSION JOINT OA - OVERALL WP - WATER PROOF RAKED JOINT THAT TO THE BEST OF MY gr ���' MICHAEL T.`���m,,�� ���' DONALD D.�� Gig `�C) ��� JEFFREYM.�� EL - ELEVATION OC - ON CENTER WWF - WELDED WIRE FABRIC CJ / EJ KNOWLEDGE AND BELIEF AND TO f KLUBER WARE, JR. � / � CHRISTOPHER J., -i ®- BRUNS JOB NO. 15-172-1017 ELEC - ELECTRIC ELECTRICAL / OD - OUTSIDE DIAMETER WSB - WALL SERVICE BASIN THE EXTENT OF MY CONTRACTUAL , i i ����`` HANSEN ; i , *� ��`` �� DRAWN ATR ELEC CONTR -ELECTRICAL CONTRACTOR OF -OUTSIDE FACE OBLIGATION THEY ARE IN 062-047325 062-052082 j� �� �� 081-006044; �, 001 01601 �� �� N CO CHECKED MTK ELEV EMBED - ELEVATOR EMBEDMENT OPN G - OPENINGCOM OPP OPPOSITE IBC 2009 IENTAL o _ o _ ` 1111 ���h� o; ` o _ - - ���4%`;o;"```�� 1111 o;"`:`? = APPROVED MTK EMER _ EMERGENCY _ OPP HD OPPOSITE HAND BARRIERSTH THHEPENVIRONMLIANCE ACNE kvv\�- �o;�� SHEET TITLE EP PNT - EPDXY PAINT PSF - POUNDS PER SQUARE FOOT AND THE ILLINOIS ACCESSIBILITY expires 11-30-20 expires 11-30-20 expires 11-30-20 expires 11-30-20 EQ - EQUAL PSI - POUNDS PER SQUARE INCH CODE. EW - EACH WAY PT - PRESSURE TREATED COVER EWC - ELECTRIC WATER COOLER PTN - PARTITION KLUBER, INC. ILLINOIS PROFESSIONAL signature signature signature signature SHEET EWH - ELECTRIC WATER HEATER PAV'T - PAVEMENT DESIGN FIRM LICENSE #184-001284 ER -(26) - EXHIBIT RAIL (LENGTH) PC - PIECE date date date date EXIST - EXISTING PFM - PERMANENT FLOOR MAT "G" SERIES "G" SERIES "G" SERIES "G" SERIES SHEET NUMBER THE MATERIALS, ABBREVIATIONS, AND DRAFTING SYMBOLS LEGEND ARE EACH AN ALL INCLUSIVE MASTER LIST USED BY THIS FIRM. THE INCLUSION OF THESE LEGENDS INTO "E" SERIES "E" SERIES "A" SERIES "A" SERIES THESE DOCUMENTS DOES NOT IMPLY THAT ALL THE SYMBOLS OR MATERIALS INCLUDED IN THESE G1 00 LEGENDS ARE INCORPORATED INTO THIS PROJECT. IVV - V I I T/FTG. 96'-0" F. V. L ----------------------------------------------J 2'-0" , (2)-#6 Cg z 0 I 01 IVV - V I T/FTG. -1---------------1-� 96'-0" F. V. L -------------------J NORTH ELEVATION 6 SCALE: 1/4"= 1'-0" 7%" PROVIDE CORNER BARS TO MATCH HORIZONTAL WALL REINFORCEMENT. PROVIDE BAR LAPS PER ACI 301. 32'-0" TYP. 7 A101 0 Ico CV I TYP. 9 A101 3.303 I I I CID 0 14'-8" 8'-10" NORTH WEST ELEVATION - EAST SIM. $ SECTION DETAIL 5 EQUIPMENT WALL FOUNDATION PLAN 2 SCALE: 3/4"= 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/4" = 1'-0" 4'-4, T/WALL 100'-0" 4.180 . TO LAP WITH 4.193 ACING ABOVE 10 CHECKED T/FDN APPROVED 100'- " „ -0 O.C. - )OWEL �. WIN /FOOTING 1' I 31.231 -0" F.V. SECTION 7 SCALE: 3/4"= 1'-0" Rl 4.184 4.170 4.200 4.191 tlixii7 SECTION DETAIL 4 SCALE: 1 1/2" = 1'-0" SECTION DETAIL 3 SCALE: 1/4" = 1'-0" FOR CAST STONE COPING JOINTING, REFER TO ELEVATIONS. 32'-0" 8" 14'-0" 8'-10" 0 TRANSFORMER 10 CHECKED PAD. VERIFY APPROVED EXACT SIZE c� WITH UTILITY CO. 3 A101 NORTH EQUIPMENT WALL PLAN ( ) SCALE: 1/4" = 1'-0" ('.nnvrinht (cl gnir, vi I IRFR INI( KEYNOTES 3.030 CAST -IN-PLACE CONCRETE: REFER TO DETAIL DRAWINGS. 3.110 CONCRETE FORMWORK ACCESSORY: CONTINUOUS 2x4 KEYWAY U.N.O. 3.111 CONCRETE FORMWORK ACCESSORY: CONTINUOUS 3/4" CHAMFER. 3.205 CONCRETE REINFORCEMENT: #6 FOOTING DOWELS @ 1'-0" O.C. HORIZONTAL LEG= 1'-8", VERTICAL LEG= 3'-6" U.N.O. 3.211 CONCRETE REINFORCEMENT: CONTINUOUS WALL/FOOTING REINFORCING. REFER TO SECTIONS AND SCHEDULES. PROVIDE (2)-#5 BARS U.N.O. OR DEPICTED. 3.215 CONCRETE REINFORCEMENT: #5 BARS ® 12" O.C. EACH WAY. 3.216 CONCRETE REINFORCEMENT: CONTINUOUS REINFORCING BAR AS DEPICTED. PROVIDE #5 BARS. 3.221 CONCRETE REINFORCEMENT: #4 DOWELS ® 1'-0" O.C. HORIZONTAL LEG= 2'-6", VERTICAL LEG= 2'-6" U.N.O. 3.246 CONCRETE REINFORCEMENT: PROVIDE AS NOTED. 3.303 CAST -IN-PLACE CONCRETE: EXTERIOR SLAB -ON -GRADE. REFER TO SPECIFICATIONS FOR MIX TYPE AND FINISH. SLAB TO BE 6" THICK U.N.O. 3.310 CAST -IN-PLACE CONCRETE: FOUNDATION WALL. REFER TO PLAN, DETAILS AND SPECIFICATIONS FOR THICKNESS, REINFORCING, MIX TYPE AND FINISH. 3.320 CAST -IN-PLACE CONCRETE: CONTINUOUS WALL FOOTING. REFER TO PLAN, SCHEDULE AND SPECIFICATIONS FOR THICKNESS, REINFORCING AND MIX TYPE. 4.170 MASONRY GROUT: CONTINUOUS GROUTED SOLID MASONRY COURSES. REFER TO SPECIFICATIONS. 4.180 MASONRY ANCHORAGE AND REINFORCEMENT: CONTINUOUS JOINT REINFORCEMENT; SINGLE WYTHE; 16" O.C. VERTICAL SPACING. TRUS TYPE. 4.184 MASONRY ANCHORAGE AND REINFORCEMENT: FULL HEIGHT REINFORCING BARS; SET WITH REBAR POSITIONERS. SIZE AS NOTED, SPACING AS NOTED. GROUT SOLID INTO PLACE. 4.191 MASONRY ACCESSORY: THROUGH -WALL FLASHING. 4.193 MASONRY ACCESSORY: SINGLE WYTHE MASONRY WEEP VENTING SYSTEM. TYPICAL. 4.200 BRICK MASONRY: REFER TO SPECIFICATIONS. 4.720 CAST STONE MASONRY: PEAKED COPING WITH DRIP EDGE EACH SIDE AND 1.5" OVERHANGS. COLOR: NATURAL LIMESTONE TO MATCH EXISTING. 4.721 CAST STONE ACCESSORY: STAINLESS STEEL DOWEL SPACED AT 24 INCHES O.C. 4.722 CAST STONE MASONRY: JOINTING AT 24" O.C. MAX WITH RAKED MORTAR JOINT. INSTALL SEALANT JOINTS AT ALL COPING LOCATIONS. MITER OUTSIDE CORNERS. 4.800 MASONRY ASSEMBLY: REFER TO PLANS, SCHEDULES, ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION. 4.812 MASONRY ASSEMBLY: CONTROL JOINT. 31.231 EXCAVATION FILL: SOIL FILL OR BACKFILL MATERIAL. 31.232 EXCAVATION FILL: ENGINEERED GRANULAR FILL. SEE SHEET E100 FOR ADDITIONAL GENERATOR PAD. PROVIDE DETAIL BELOW FOR CONSTRUCTION OF THAT PAD. T/SLAB V.I.F. MINIMUM 6" LAYER OF CA -6 STONE TYPICAL EXTERIOR PAD 9 SCALE: 3/4"= 1'-0" GENERAL NOTES 1. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. 2. FIELD VERIFY EXISTING GRADES. FOUNDATION WALLS SHALL BE A MINIMUM OF 48 INCHES HIGH WITH THE TOP 6 INCHES EXPOSED TO VIEW. REFER TO SECTION DETAILS. 3. RESTORE GRADE AT ALL LOCATIONS OF SITE IMPROVEMENTS WITH SEED AND SEED BLANKET. TYPICAL. gym - W O Q C� a w J Q U H U W J W O O m Y a 0 LL0 w C� Q J J U) F_ z 0 w w cl) L) L0 U O 0 0 m 000N CD m � Cfl Y YOJ OWO LL m LU < QO Y J p Q N O T_ JOB NO. 0 DRAWN CJH/JMB CHECKED CJH/JMB APPROVED CJH/JMB c� �n o E c� Lo m ro o N �? M U i O O M � - c.6r6 O =_ M N cuo � � Y L c W O Q C� a w J Q U H U W J W O O m Y a 0 LL0 w C� Q J J U) F_ z 0 w w cl) L) L0 U O 0 0 m 000N CD m � Cfl Y YOJ OWO LL m LU < QO Y J p Q N O T_ JOB NO. 15-172-1017 DRAWN CJH/JMB CHECKED CJH/JMB APPROVED CJH/JMB SHEET TITLE EQUIPMENT WALL PLANS, ELEVATIONS AND DETAILS SHEET NUMBER A1 01 SYMBOL CEILINGI WALL I FLOOR ELECTRICAL SYMBOLS LIST DESCRIPTION E Q M N N co M O N O 0 Lu rl 0 Lu w c 0 c m 0 x Lu 0 0 65 U O a Y 0 0 s� Y 0 O O i v SYMBOL CEILINGI WALL I FLOOR DESCRIPTION PW EMDP LUMINARIES POWER EQUIPMENT & DEVICES MANUAL MOTOR STARTER OR 1P DISCONNECT SWITCH WITH THERMAL OVERLOAD PROTECTION. SPEED CONTROL SWITCH FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. UP/DOWN/STOP PUSHBUTTON CONTROL STATION. SAFETY SWITCH. N=NON—FUSED (AMPS/POLES/ENCLOSURE). F=FUSED (AMPS/FUSE/POLES/ENCLOSURE). MAGNETIC MOTOR STARTER. NEMA SIZE AS NOTED. COMBINATION MAGNETIC MOTOR STARTER AND FUSED DISCONNECT SW. (AMPS/FUSE/POLES/NEMA SIZE). MOTOR. HP= HORSE—POWER RATING. ELECTRIC HEAT OUTLET DOOR OPENER PANEL 240V & BELOW. PANEL ABOVE 240V. TRANSFORMER. TYPE AND RATINGS ARE AS SHOWN. c AMP TRIP/FUSE AMP FRAME/PHASE PER HOMERUN.S ASH S INDICATEE NUM ER OF CO DUCTORS. 2X4 FLUORESCENT FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. A B INDICATES GROUND CONDUCTOR. ® SECTION 1 SHADING=NIGHT LIGHT II INDICATES ISOLATED GROUND CONDUCTOR. HP HP HP 2X2 FLUORESCENT FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. 40013 PANEL UHN2 FIRE STATION 7 DO 400 NIGHT LIGHT AND EMERGENCY FIXTURE. ® G 12DOGFI 120013 VILLAGE HALL SWITCHBOARD DP -2 FIXTURE WITH NORMAL/EMERGENCY LIGHTING TRANSFER DEVICE. ❑T ❑T 40013 RAP SEE LIGHTING FIXTURE SCHEDULE. 5 CP SPACE © 4' FLUORESCENT INDIRECT FIXTURE TYPE. SEE LIGHT FIXTURE ® 40013 © SCHEDULE. A/2a 80013 TC EXISTING PEAK DEMAND 4' FLUORESCENT STRIP FIXTURE TYPE. SEE LIGHT FIXTURE SCHEDULE. ~� ~� SPACE © A= FIXTURE TYPE, 2= CIRCUIT ASSIGNMENT, a=SWITCH LEG O .� 21 DOWN LIGHT FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. TOTAL AMPSI 1441 1441 144 144 22 EXISTI NG PEAK DEMAND 247000 247000 247000 741000 TRACK LIGHT FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. 24 25 WALL MTD. FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. ® 26 27 TOTAL WATTS 247000 247000 247040 741000 SELF CONTAINED EMERGENCY BATTERY PACK W/ BATTERY BACK—UP SEE LIGHTING FIXTURE SCHEDULE. 29 �I LED EXIT SIGN. ARROWS AS INDICATED. SEE LIGHTING FIXTURE — 30 SCHEDULE. WG= WIRE GUARD, PG= PLEXIGLASS SHIELD. EM/EXIT COMBO UNIT. SEE LIGHTING FIXTURE SCHEDULE. SINGLE POLE TOGGLE SWITCH. 15A OR 20A AS REQUIRED. 120/277V $a a=SWITCHING CONTROL, P=PILOT LIGHT, K=KEYED SW., LV=LOW VOLTAGE 3—WAY TOGGLE SWITCH. 15A OR 20A AS REQUIRED. 120/277V s 3=3 WAY DIMMER VOLTAGE: 120/208 VOLT, 3PHASE, 4WIRE TOTAL PHASE A: 3000 TOTAL PHASE B: 1680 TOTAL PHASE C: 1500 SUB TOTAL WATTS: 6180 DEMAND WATTS: SUB TOTAL AMPS: 17.2 DEMAND AMPS: NOTES: 1. TOP FEED, NEMA1 ENCLOSURE, GROUND BUS 2. LOCKABLE COVER, SURFACE MOUNTED 3. 10000 AIC 4 ' DENOTES HANDLELOCK CIRCUIT BREAKER SINGLE POLE TOGGLE SWITCH. 15A OR 20A AS REQUIRED. 120/277V QAC a=SWITCHING CONTROL, AC = ABOVE COUNTER E MOMENTARY CONTACT SWITCH FOR SHUT—OFF OF ELECTRICAL RECEPTACLES IN LAB CLASSROOMS $o LIGHTING CONTROL DIMMER SWITCH. SIZE AS INDICATED. c MOMENTARY CONTACT SWITCH. ILLUMINATED SWITCH. 0 dos VACANCY SENSOR SWITCH. c LIGHTING MASTER CONTROLLER. WIRING DEVICES & OUTLETS E— SPECIAL PURPOSE SINGLE RECEPTACLE. @18"AFF MATCH CONFIGURATION TO EQUIPMENT. DUPLEX RECEPTACLE. 20A 125V 2P 3W GRD. NEMA5-20R. @18"AFF 'I' D=DEDICATED CIRCUIT. =MTD. @48"AFF, OR @6" ABOVE COUNTER. AWP GFCI(GROUND FAULT CIRCUIT INTERRUPTER) PROTECTED RECEPTACLE. WP=WEATHER PROOF. 20A 125V 21P 3W GRD. NEMA5-20R. @18"AFF GFCI(GROUND FAULT CIRCUIT INTERRUPTER) PROTECTED RECEPTACLE MTD. @48"AFF, OR @6" ABOVE COUNTER. ISOLATED GROUND(IG) RECEPTACLE. @18"AFF 20A 125V 2P 3W GRD. NEMA5-20R OR AS SPECIFIED. DOUBLE DUPLEX RECEPTACLE. @18"AFF ® 20A 125V 2P 3W GRD. NEMA5-20R. PO=POP UP RECEPTACLE DOUBLE DUPLEX RECEPTACLE NEXT TO VIDEO OUTLET IN 2—GANG JBOX. REFER TO VIDEO OUTLET DETAIL. 20A 125V 2P 3W GRD. NEMA5-20R. @96"AFF PO POP POP OPEN ENCLOSURE WITH GFCI(GROUND FAULT CIRCUIT INTERRUPTER) PROTECTED RECEPTACLE OR GFCI RECEPTACLE AND DATA JACK �9 PEDESTAL MOUNTED GFCI RECEPTACLE FOR COUNTERTOP PD FURNITURE RECEPTACLE. COORDINATE WITH FURNITURE OR CABINET MANUFACTURER. 20A 125V 2P 3W GRD. NEMA5-20R OR AS SPECIFIED TAMPER PROOF DUPLEX RECEPTACLE. 20A 125V 2P 3W GRD. @18" AFF TP D=DEDICATED CIRCUIT. 'I' =MTD. @48"AFF, OR @6" ABOVE COUNTER. E Q M N N co M O N O 0 Lu rl 0 Lu w c 0 c m 0 x Lu 0 0 65 U O a Y 0 0 s� Y 0 O O i v SYMBOL CEILINGI WALL I FLOOR DESCRIPTION ELECTRICAL PANEL SCHEDULES SWITCHBOARD: MDP PW EMDP 1 POWER EQUIPMENT & DEVICES MANUAL MOTOR STARTER OR 1P DISCONNECT SWITCH WITH THERMAL OVERLOAD PROTECTION. SPEED CONTROL SWITCH FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. UP/DOWN/STOP PUSHBUTTON CONTROL STATION. SAFETY SWITCH. N=NON—FUSED (AMPS/POLES/ENCLOSURE). F=FUSED (AMPS/FUSE/POLES/ENCLOSURE). MAGNETIC MOTOR STARTER. NEMA SIZE AS NOTED. COMBINATION MAGNETIC MOTOR STARTER AND FUSED DISCONNECT SW. (AMPS/FUSE/POLES/NEMA SIZE). MOTOR. HP= HORSE—POWER RATING. ELECTRIC HEAT OUTLET DOOR OPENER PANEL 240V & BELOW. PANEL ABOVE 240V. TRANSFORMER. TYPE AND RATINGS ARE AS SHOWN. c AMP TRIP/FUSE AMP FRAME/PHASE PER HOMERUN.S ASH S INDICATEE NUM ER OF CO DUCTORS. 2011 A B INDICATES GROUND CONDUCTOR. ® SECTION 1 4 INDICATES ISOLATED GROUND CONDUCTOR. HP HP HP 250 40013 PANEL UHN2 FIRE STATION 7 DO 400 SECT ON 2 G G 12DOGFI 120013 VILLAGE HALL SWITCHBOARD DP -2 ❑T ❑T ❑T 40013 RAP GENERATOR REMOTE ANNUNCIATOR PANEL. EQUIPMENT CONTROL PANEL PULL BOX. SIZE AS NOTED. POWER/TELEPHONE/DATA POLE OR MULTI CHANNEL METAL RACEWAY VERTICAL RUN. REFER TO DRAWINGS & DETAILS. ELECTRICALLY HELD LIGHTING CONTACTOR. SIZE, COIL VOLTAGE, AND NUMBER OF POLES AS INDICATED. ELECTRONIC TIME CLOCK. POWER POLE PHOTOCELL. FLEXIBLE CONDUIT CONNECTION. WIRING IN CONDUIT CONCEALED ABOVE CEILING, IN WALL AND UNDER FLOOR OR UNDERGROUND. _ WIRING IN CONDUIT EXPOSED ON CEILING OR WALL. 5 CP SPACE © © © 40013 © © 80013 TC EXISTING PEAK DEMAND 6 © 20013 SPACE © .� 21 TOTAL WATTS 1 40000 400001 40000 120000 TOTAL AMPSI 1441 1441 144 144 22 EXISTI NG PEAK DEMAND ELECTRICAL PANEL SCHEDULES SWITCHBOARD: MDP PW EMDP 1 CIRCUITBRANCH WIRING I CONDUIT ARROW CKT AMP TRIP/FUSE AMP FRAME/PHASE PER HOMERUN.S ASH S INDICATEE NUM ER OF CO DUCTORS. 2011 A B INDICATES GROUND CONDUCTOR. TOTAL SECTION 1 4 INDICATES ISOLATED GROUND CONDUCTOR. ELECTRICAL PANEL SCHEDULES SWITCHBOARD: MDP PW EMDP 1 1600 AMPERE, 2771480 VOLT, 3 PHASE, 4 W I RE, FRONT ACCESSIBLE, NEMA4 ENCL., BOTTOM FEED, 65,000 AIG, SERVICE ENTRANCE RATED, CIRCUIT BREAKER STYLE DISTRIBUTION SWITCHBOARD. CKT AMP TRIP/FUSE AMP FRAME/PHASE DESCRIPTION 2011 A B C TOTAL SECTION 1 4 5 CT SECTION M N 1 250 40013 PANEL UHN2 FIRE STATION 7 2 400 SECT ON 2 TRANSFORMER T -PW PUBLIC WORKS 1 12DOGFI 120013 VILLAGE HALL SWITCHBOARD DP -2 PANEL UHN4 FIRE STATION 2 400 40013 PUBLIC WORKS SWITCHBOARD PW EMDP 3 5 10013 SPACE 4 40013 SPACE 5 80013 SPACE EXISTING PEAK DEMAND 6 20013 SPACE 20 21 TOTAL WATTS 1 40000 400001 40000 120000 TOTAL AMPSI 1441 1441 144 144 22 EXISTI NG PEAK DEMAND 247000 247000 247000 741000 24 25 26 27 TOTAL WATTS 247000 247000 247040 741000 TOTAL AMPSI 892 892 892 891 SWITCHBOARD: PW EMDP 1 400 AMPERE, 2771480 VOLT, 3 PHASE, 4 WIRE, FRONT ACCESSIBLE, NEMA 1 ENCL., TOP FEED, 22,000 AIC, CIRCUIT BREAKER STYLE DISTRIBUTION PAN ELBOARD, MAIN 40013 AMPERE DEVICE. AMP CKT TRIP/FUSE AMP FRAME/PHASE DESCRIPTION A B C TOTAL 2011 400 40013 MAIN DEVICE GENERATOR BATTERY CHARGER 2011 4 5 1 M N 1 250 40013 PANEL UHN2 FIRE STATION 7 2 400 40013 TRANSFORMER T -PW PUBLIC WORKS 8 3 125 20013 PANEL UHN4 FIRE STATION 4 10 11 5 12 13 14 15 16 17 EXISTING PEAK DEMAND 40000 40000 40000 18 19 20 21 TOTAL WATTS 1 40000 400001 40000 120000 TOTAL AMPSI 1441 1441 144 144 PANEL: CKT. NO. PWEQ 100A MAIN BREAKER BRKR DESCRIPTION PHASE DESCRIPTION BRKR CKT. A B C NO. 1 6013 PANEL EM 1 1 1500 1500 180 1500 GENERATOR BLOCK HEATER 2011 2 3 1 GENERATOR BATTERY CHARGER 2011 4 5 1 M N 1500 00 O -,t v c? C 6 7 a� M 3 0 3 Y m 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ---- 22 23 24 25 26 27 28 29 30 VOLTAGE: 120/208 VOLT, 3PHASE, 4WIRE TOTAL PHASE A: 3000 TOTAL PHASE B: 1680 TOTAL PHASE C: 1500 SUB TOTAL WATTS: 6180 DEMAND WATTS: SUB TOTAL AMPS: 17.2 DEMAND AMPS: NOTES: 1. TOP FEED, NEMA1 ENCLOSURE, GROUND BUS 2. LOCKABLE COVER, SURFACE MOUNTED 3. 10000 AIC 4 ' DENOTES HANDLELOCK CIRCUIT BREAKER C:nnvrinht (c) 9018 KI I IRFR INC; • (n W O U) Q a Lu U) U) J Q U H V W J W 00 m Y Q O LLO Lu Q J J W I— Z 000N m to Y Y0J 0W0 LL m W Q Q0Y J p Q J c4 O > T11 JOB NO. 15-172-1017 DRAWN ATR CHECKED MTK APPROVED MTK SHEET TITLE ELECTRICAL SYMBOLS LIST AND PANEL SCHEDULES SHEET NUMBER E01 0 o � M V i 0 to O M N 3 to O 00 O -,t v c? C co -6 oY C a� M 3 0 3 Y m c� (n W O U) Q a Lu U) U) J Q U H V W J W 00 m Y Q O LLO Lu Q J J W I— Z 000N m to Y Y0J 0W0 LL m W Q Q0Y J p Q J c4 O > T11 JOB NO. 15-172-1017 DRAWN ATR CHECKED MTK APPROVED MTK SHEET TITLE ELECTRICAL SYMBOLS LIST AND PANEL SCHEDULES SHEET NUMBER E01 0 E Q M 00 0 N 0 a Copyright © 2016 KLUBER, INC. KEYNOTES k_i7 23.200 PROVIDE GAS PIPE FROM EXISTING GAS SERVICE TO NEW GENERATOR AND PROVIDE FINAL CONNECTION. RECONFIGURE BUILDING GAS SERVICE AS REQUIRED FOR NEW GAS TAKE -OFF. PROVIDE ISOLATION VALVE, GAS PRESSURE REGULATOR AND FLEXIBLE CONNECTION IN ACCORDANCE WITH GENERATOR MANUFACTURER RECOMMENDATIONS. 23.201 COORDINATE WITH NICOR ON CAPACITY OF EXISTING METER AND REGULATOR. WORK WITH NICOR AS REQUIRED FOR ANY EQUIPMENT REPLACEMENT. 26.100 DIRECTIONAL BORE 1-5" EMPTY PVC CONDUIT FROM EXISTING UTILITY POLE TO NEW TRANSFORMER LOCATION EM T_ FOR UTILITY PRIMARY CABLING. COORDINATE INSTALLATION LOCATION WITH COMMONWEALTH EDISON COMPANY. 26.101 PROVIDE NEW 200kW 277/480VOLT, 3 PHASE, 4 WIRE WYE NATURAL GAS GENERATOR. HOMERUN FEEDER TO NEW AUTOMATIC TRANSFER SWITCH LOCATED IN THE MAIN ELECTRICAL ROOM. 26.102 DEMOLISH EXISTING UTILITY TRANSFORMER AND SECONDARY CABLING AFTER NEW SERVICE IS ENERGIZED TO MINIMIZE OUTAGE DURATION. SEE SPECIFICATIONS FOR DOWNTIME REQUIREMENTS. 26.103 PROVIDE UTILTIY APPROVED PRIMARY UNDERGROUND PULL BOX (COM ED SKETCH 5297 AS DIRECTED BY UTILITY COMPANY). 26.104 LOCATE CELL TOWER SERVICE LATERAL CONDUCTOR. EXTEND AND SPLICE LATERAL TO NEW UTILITY TRANSFORMER. PROVIDE UNDERGROUND SPLICE PULL BOX AND EXTEND SERVICE LATERAL. DEMOLISH THE ABANDONED PORTION OF CELL TOWER SERVICE LATERAL. o 26.300 PROVIDE NEW DISTRIBUTION SWITCHBOARD PWEMDP: 400 AMPERE, 277/480 VOLT, 3 PHASE. EXTEND EXISTING CD cl) = T <:, CD E CD co T M o FEEDERS FOR PANELS UHN2 AND UHN4 FROM EXISTING MAIN ELECTRICAL SWITCHGEAR TO NEW SWITCHBOARD 0 - s� C6 0 PWEMDP. EXTEND EXISTING PUBLIC WORKS PANELBOARD FEEDER TO NEW SWITCHBOARD PWEMDP.o co c 26.301 PROVIDE NEW 1200 AMPERE, 3 POLE MANUAL TRANSFER SWITCH. -5;o 26.303 PROVIDE NEW CAMPUS SERVICE MOUNTED AT SCREEN WALL CONNECTED TO NEW UTILITY TRANSFORMER. Y m c� 26.304 PROVIDE NEW 400 AMPERE, 3 POLE AUTOMATIC TRANSFER SWITCH. 26.305 PROVIDE GENERATOR REMOTE ANNUNCIATOR PANELS AT PUBLIC WORKS DIRECTOR GENERAL OFFICE AREA AND FIRE DEPARTMENT DISPATCH OFFICE. COORDINATE EXACT LOCATION WITH OWNER. 26.307 PROVIDE HOMERUN TO PANEL PWEQ AND PROVIDE 2(QUANT) 20/1 BREAKERS FOR GENERATOR JACKET HEATERS, CHARGER AND CONTROLS. PROVIDE 3/4" E.C. FOR CONTROL WIRING, STUB TO TRANSFER SWITCH. 26.602 CUT AND PATCH CONCRETE SLAB. ROUTE CONDUIT (GRS) UNDER SLAB WITH 6 INCH COVER. 26.603 CORE AND PATCH EXTERIOR WALL. 26.604 CONDUIT TURNED UP AND ROUTED ALONG BOTTON CHORD OF ROOF TRUSS. 26.605 CONDUIT TURNED DOWN. ROUTE CONCEALED ABOVE ACCESSIBLE CEILING TO PANELBOARD UHN2. ROUTE AT ROOF TRUSS FOR PANELBOARD UHN4. DEMOLISH ABANDONED FEEDER. W RAP RAP 26.305 26.100 UTILITY PRIMARY 1-5" EMPTY CONDUIT 1 H A D HOLE 26.104 24' x3 " I 26.103 v � PUBLIC WORKS 1 PORTABLE GENERATOR SWITCHBOARD MDP CONNECTION EXISTING �- PB HAND HOLE Lu UTILITY 24"x36" CELL TC NER SERVICECELL REMODLED DEMOLITION _Z P B o / / 26.301 MTS 1 / o SERVICE LATERAL -DEMOLITION TOWER 1 / TRANSFORMER 26.102 T \ 26.10 3 2 26.303 PROPOSED \ 23.201 E100 E100 E_0__ 26.304 DIRECTIONAL BORE SE SHEET A101 FOR MAS NRY SCREEN WALL NEW UTILITY LOCATION /SERVICE LATERAL - DEMOLITION U 26.604 26.307 G PWEQ-2,4 PW PULL BMX / SED ALL AREAS OF / 1 FFECTED WORK VILLAGE HALL I 0 p 3 (e) ATS -PW PWEMDP 26.60 / \ O O LO SEE SHEET A101 FOR 2 l0 P� �- I / GENERATOR PAD DETAIL. 2PB �4-600KCMIL,#3 MAKE PAD SIZE 8 INCHES 26.603 ,4"C (NEW PUBLIC WORKS EM FEEDER) / NEW VILLAGE ROUTE AT HALL FEEDER I RETAINING WALL. \ CD 00 Y Q O J NEW LARGER THAN EQUIPMENT. NATURAL GAS G 26.300 PB 26'602 HAND HOLE SEED ALL AREAS OF GENERATOR 24 x36 \ \ W LL 0 m 0 0 AFFECTED WORK 26.603 26.603 26.101 1 1 O W Y W 0 O m AT FIRST FLOOR CEILING 1 TO DP2 REMODELED MDP 1 EXISTING \ UTILITY POLE W MAINTAIN GREEN SPACE ALONG BUILDING ABOVE PULL BOX COORDINATE J C) Q J 04 0 WATER MAIN -THIS AREA. 36"SQ, NEMA 1 WITH UTILITY DEMOLISH TREE/SHRUBS IN THIS AREA. COMPANY) 26.604 I I O O 26.605 UHN4 - - - - - - - - - - - - REFER TO SHEET E310 - THIS AREA 26.605 VILLAGE HALL O LL UHN2 RAP O RAP FIRE STATION W 26.305 J I J I I I > ELECTRICAL SITE PLAN SCALE: 1" = 30'-0" PUBLIC WORKS ELECTRICAL SERVICE AREA ELEVATION - DEMOLITION z PUBLIC WORKS ELECTRICAL SERVICE AREA ELEVATION - REMODELING 3 SCALE: NTS SCALE: NTS z o w w g ( Ln U O D m TEQ TEQ T r JOB NO. 15-172-1017 PULL BOX CBPL CBPHCB1 E ATS -PW PULL BOX CBPL PWEMDP PWEQ DRAWN CHECKED ATR MTK APPROVED MTK TPW TPW SHEET TITLE NEW PANELBOARD DEMOLISH ENCLOSED BREAKERS AND REDIRECT FEEDERS. ELECTRICAL SITE NEW TRANSFER SWITCH NEW SWITCHBOARD PLAN SHEET NUMBER E Q co (N co M M O N 0 a Copyright © 2016 KLUBER, INC. KEYNOTES k_i7 26.100 DIRECTIONAL BORE 1-5n EMPTY PVC CONDUIT FROM EXISTING UTILITY POLE TO NEW TRANSFORMER LOCATION— FOR UTILITY PRIMARY CABLING. COORDINATE INSTALLATION LOCATION WITH COMMONWEALTH EDISON COMPANY. 26.102 DEMOLISH EXISTING UTILITY TRANSFORMER AND SECONDARY CABLING AFTER NEW SERVICE IS ENERGIZED TO MINIMIZE OUTAGE DURATION. SEE SPECIFICATIONS FOR DOWNTIME REQUIREMENTS. 26.104 LOCATE CELL TOWER SERVICE LATERAL CONDUCTOR. EXTEND AND SPLICE LATERAL TO NEW UTILITY TRANSFORMER. PROVIDE UNDERGROUND SPLICE PULL BOX AND EXTEND SERVICE LATERAL. DEMOLISH THE ABANDONED PORTION OF CELL TOWER SERVICE LATERAL. EM 26.301 PROVIDE NEW 1200 AMPERE, 3 POLE MANUAL TRANSFER SWITCH. 26.303 PROVIDE NEW CAMPUS SERVICE MOUNTED AT SCREEN WALL CONNECTED TO NEW UTILITY TRANSFORMER. 0 c� LO o E CD cl) CD co O CN N U U = O — O M C =_ O =_ M O Qi M S1 C6 o a) Y (9 E c 7 Y m W 32'-0" 26.104 PORTABLE ENERATOR CONNECTION 0 — — - pg \ W 26.301 \ \ v C) MTS SWITCHBOARD MDP \ \ \ EXISTING UTILITY TRANSFORMER (DEMOLISH) MDP0 \ m W / T F �e Ye 0 QO O Y / UTILITY PAD -MOUNT TRANSFORMER W LLcam O / J tom TO PUBLIC WORKS W J c Q JNO GENERAL NOTES '� VILLAGE HALL FEEDER / O GROUNDING ELECTRODE CONDCUTORS LL O W TO SWITCHBOARD DP2 J J U) Z 0 Lu LL M ( Ln U O D m F � � T r 105 I JOB NO. 15-172-1017 DRAWN ATR CHECKED MTK APPROVED MTK J 115 SHEET TITLE ELECTRICAL MAIN LEVEL FLOOR ® PLAN 111 SHEET NUMBER 108 ELECTRICAL MAIN LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0" 0 a Copyright © 2016 KLUBER, INC. KEYNOTES k_i7 26.105 REMOVE CURRENT TRANSFORMER AND MAIN DEVICE SECTION INTERIORS AT EXISTING MAIN DISTRIBUTION SWITCHBOARD. REPLACE ENCLOSURE COVERS. PROVIDE 1200 AMPERE, 600 VOLT, BUSSED HORIZONTAL THRU-BUS AND CONNECT TO EACH DISTRIBUTION SECTION. PROVIDE TERMINAL LUGS FOR FEEDER CONNECTION. RELABEL SWITCHBOARD. 26.106 REMOVE GROUNDING ELECTRODE CONNECTION AT SERVICE EQUIPMENT. PROVIDE NEW GROUNDING ELECTRODE CONDUCTORS IN RACEWAY TO NEW SERVICE LOCATION. 26.107 REMOVE UTILITY METERING EQUIPMENT. 26.200 REMOVE ALL EXISTING METERING EQUIPMENT AND WIRING. 26.202 PROVIDE MAINTENANCE ON EXISTING SWITCHGEAR TO REMAIN: RETORQUE BUS AND DUST CLEANING OF INTERIORS. 26.603 CORE AND PATCH EXTERIOR WALL. 9 8 7 5 �I `t 2 1 26.604 CONDUIT TURNED UP AND ROUTED ALONG BOTTON CHORD OF ROOF TRUSS. 26.606 PULL BOX WITH FLEXIBLE CONDUIT CONNECTION TO EXISTING SWITCHBOARD SECTION. 0 c� LO OCD E co � co o I I I = .ate 0 coM M S1 C6 co o a) � Y I I O E O 7 m I I I I TOILET G L 2 7 26.603 I I 8,- " ,-1" 8'-8 1 10 82"(E) 1-"8'-82"(E)10"8'-8Z"(E) 1 1 9(E)g 1'-8" '26.604 RELEASE O" z (E) z E VEST. z II 1 Les L28 - \--.@ E - - - - 110 - - - He PLENUM I 2 1A EX 0 "G1° 3 E I 3 (PE I 4 4 E E� SIM. TS 6x 10 Ln 3 PLENUM 2 GE (E) SALLY PORT 2H L24 I L2 1 I 3 0' TO 6" LV co 4 3 2" 4A 1 MECH. 4 1 _ z - L2 — — STAIR L06 Q $ LARGE GE ER TO Y'm. '* : EVIDENCE °° 6' 4D ER E I L29 je n� 1Z 3 6" L23 A 4A FIL SLAB 2HR WLI UP I OP NTNG (SEE 1 HR 1 = 3p E WIRE - CELL a I 2 STR[ DWGS) 4A 5 ORAE PARTITION U DRY STOIRAG E E L 3 2 L32 0 I L05 AC -4 OUCE A CHIV Q L A STOR.IPASS S H N L2Q 1 /14;' #HR L31 O 2 z L 1 4A L25 _ L 2 -----x AL2 L � 4A V♦ EXISTING -NO WORK U.N.O. CONFERENCE AG -5 8' 0"t I , —� 16" I.D. VENT I — ° 3 6" LOCKERS (RE) —I L21 HALL - 0 26.606 1s —I 19 GUN ) L — 2HR E CELL L33 L33 RR — — — I _ _ Fe Lu o z LO5 2 SINK L3OL EXISTING -NO WORK U.N.O UNEXCAVATED (E) DROP L17E L31 E Y CORR. P L. E L18 t L17 3 0 L07 I DP2 (OLD MDP) j R DRYER -WASH BOOKING L34 I cn AMP DN. 6" (E) 4A L34 0 Zj L 4A 1 HR 26.202 (E) (E) 6.202 1 HR SHOWER o z 11„11, - -- EVIDENC Z STOR. L36 x E L04 F. I I L18 EVIDENCE L16 I 26.105 26.107 ILOCKERS(RE) 4A ' 2HR L35 Y I Y OFFICE L04 E _ MECHANICAL 26.106 26.200 3 6”4 PASS THRU 116 RERIG. REPORT_ o L E TOILET R L3fi z — 0 Q N c m L 12 ® L 15 _ _ — TAN K — — — E e (0 L08 E N 4A L37 z Y L08 L09 FILL SLAB OPENING ELEV. I 1 HR (SEE L13 EQUIP. E) L37 X I Q O m O E LO3 E L09 STIR. DWGS) E� L13 UNEXCAV.-1 4A W W LL O O 1HR L38 CELL NOTE: J Lu Q m \ 3 ADJ. / EL ATOR E CL SHELVE I(E)[L:1:, L39 e=EXISTIN COL. LINE. o O Lu Q Y FILES L03 I I /� I \ i I -� P NTER ( STAI L L15 I L1 i 15 L39E < o J N O � UP.—PASS Lao FIRING RANGE I > i \ ATRIUM � �` �� _ r TELEPHONE E L14 L41 �Ll L10 _ JANITOR 9'-6"(E) " E EST.UP QUIPMENT L3$ CELL 0 L54 �, L 14 LOCKERS(RE E L4aE L44 40 0 Q L SLAB 7 — — — — — L01 OPENING STIR. , - � 4 B L54 a L52 I \ 8A L46 E STAIR 6 e M ` 45024"x 4"x72" SR L58 8A �n L46 II REFUGE AREA W I _ Nc ME I 17 $ I I DET. 16"<8 - 0" �� OA BENCH 7B �' I I O ° ° o WOMEN KE LjP i L47 O STOR. •�� 40 I 1 57 5'_13„ L53 a L52 2 22' 4" 1z 6 1/2" 11 „t TOR. L01 I � 96"L MEN'S LOG KER I 96" o I LOR L45A VESTIBU Ce U. L61 L 9 Q CORR, — — — — I L45 VESTI _ 7 0 - - - — ----------------- - - — — A FILE WEN ...- " - - L 45 7 5/$"L45E E L41 L42 E - 4 - - - - - B e W A8-1 48'-6" 5'-1z„ 10'-8 1 /4" 0'_4"-a, 6' 7 1 /2 ' 7'-2 3/4' 4'-1 3/8"fL44 '-6"(E) I 7 I N DETECTIVES 8 L51 UU L50 LL, 1 0 ____ $ 8 4A RANGE 4AS 2 S STORAGE S (E) L E) Q J 14 �SR GENERAL OFFICE L61 REPORT REPORT >A_ 3 = ,4 C„ ^K" CORR. 61 11 L44 4A 4A I L43 E J L51 L50 SIR 8A L62 L63 8A 63 L64 8A L65 L66 L67 L68 A 8A 4- 7 7 L69 CO 3 ROL 7 I 8A $A 8A I A BA 8A g ► I z WINDOW (3 THUS 7-5 a 7-5 0 (E) FRAME I FACE THIS FL.) (E) I I (TYP.) I 3(E) I I SLIDIN-G�m kr-) — f — SLIDING FOCI E _ y ROLL CALL Ae WATCH ZCSO I DET. SGT, i TACTICAL I REPORT REPORT CONFERENCE COMMDR. I L64 L6 L62 N L63 L65 Lfi6 L67 L68 II I I I I I I 2 (E) z (E) cn 0 Z LL Lu M c U I I I I I I I Ln Q 0 m 9 8 7 6 5 4 3 2 1 JOB NO. 15-172-1017 DRAWN ATR CHECKED MTK APPROVED MTK SHEET TITLE ELECTRICAL LOWER LEVEL FLOOR PLAN SHEET NUMBER ELECTRICAL LOWER LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0" E _ Q 0 co 0 N 0 a Copyright © 2016 KLUBER, INC. 26.101 PROVIDE NEW 200kW 277/480VOLT, 3 PHASE, 4 WIRE WYE NATURAL GAS GENERATOR. HOMERUN FEEDER TO NEW AUTOMATIC TRANSFER SWITCH LOCATED IN THE MAIN ELECTRICAL ROOM.26'202 26.105 26.105 TO UTLITY TRANSFORMER 26.202 26.105 REMOVE CURRENT TRANSFORMER AND MAIN DEVICE SECTION INTERIORS AT EXISTING MAIN DISTRIBUTIONIIT� OF SWITCHBOARD. REPLACE ENCLOSURE COVERS. PROVIDE 1200 AMPERE, 600 VOLT, BUSSED HORIZONTAL THRU-BUS - - AND CONNECT TO EACH DISTRIBUTION SECTION. PROVIDE TERMINAL LUGS FOR FEEDER CONNECTION. RELABEL SWITCHBOARD. 1200/3AT ; 1600/3AF w T C/T M > 1400 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIRE. 1200 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIRE. GROUND BUS, 100K AIC Y Y GROUND BUS, 100K AIC 14003AT STEEL COLUMN 26.202 PROVIDE MAINTENANCE ON EXISTING SWITCHGEAR TO REMAIN: RETORQUE BUS AND DUST CLEANING OF © O ® O O O 1600/3AF O '--� - '- O 941 ® O INTERIORS. 26.300 PROVIDE NEW DISTRIBUTION SWITCHBOARD PWEMDP: 400 AMPERE, 277/480 VOLT, 3 PHASE. EXTEND EXISTING40 l l l l J 800 3AF J 800 3AF 400 3AF J 400 3AF J 400 3AF r- 600 3AF M' �' 400 3AF 200 3AF J 400 3AF J 400 3AF 400 3AF�9_ FEEDERS FOR PANELS UHN2 AND UHN4 FROM EXISTING MAIN ELECTRICAL SWITCHGEAR TO NEW SWITCHBOARD PWEMDP. EXTEND EXISTING PUBLIC WORKS PANELBOARD FEEDER TO NEW SWITCHBOARD PWEMDP. 26.300 - -_ DRILL 3/8" HOLE IN FLANGE & BOLT ON GROUNDING LUG 26.302 PROVIDE NEW CONNECTION FOR PORTABLE GENERATOR FOR DISASTER RECOVERY OPERATIONS. SEE ONE LINE DIAGRAM SHEET E600. TO PUBLIC UHN=' LIMITS OF SWITCHBOARD MDP WORKS BUILDING LHN1 26.605 4-300kCMIL, 3"C. LHN� UHN3 UHN2 UHN1 26.303 PROVIDE NEW CAMPUS SERVICE MOUNTED AT SCREEN WALL CONNECTED TO NEW UTILITY TRANSFORMER. 26.304 PROVIDE NEW 400 AMPERE, 3 POLE AUTOMATIC TRANSFER SWITCH. T3 T3 T2 T1 26.306 REFEED PANELBOARD EM TO NEW PANELBOARD PWEQ (NEC 702 OPTIONAL STANDBY PANELBOARD). REPLACE v 30kVA,30 HPL1 HPL2 HPU1 HDP 30kVA,30 45kVA,30 45kVA,30 GROUNDING CONDUCTOR ENCLOSED BREAKER WITH PANEL PWEQ AND REDIRECT PANEL FEEDER. P:480V S:120/208V P:480V P:480V P:480V S: 120/20F\` S: 120/208 S: 120/208V 26.600 PROVIDE NEW PANELBOARD FOR PUBLIC WORKS. PROVIDE CIRCUIT BREAKERS TO MATCH EXISTING. 800 AMPERE, - vLLJJ v , LL JJ 7 LL JJ 120/208 VOLT 3 PHASE. PROVIDE NEW BRANCH CIRCUITRY FOR PUBLIC WORKS EM PANELBOARD TO BE FED FROM NEW PUBLIC WORKS PANELBOARD. 26.601 PROVIDE MAINTENANCE ON EXISTING SWITCHGEAR: RETORQUE BUS AND DUST CLEANING. ULN4 -flo fl z z - - - CD � CD co o v <:, T v 6 26.605 CONDUIT TURNED DOWN. ROUTE CONCEALED ABOVE ACCESSIBLE CEILING TO PANELBOARD UHN2. ROUTE AT LIMITS OF SWITCHBOARD MDP L co ROOF TRUSS FOR PANELBOARD UHN4. DEMOLISH ABANDONED FEEDER. - 1000 3AT 1200 3AF 1000 AMPERE, 120/208 VOLT, 3 PHASE, 4 WIRE. TR SERVICE ULN ULN ULN1 W o _ o E 0 TO MAIN SERVICE GROUND BUS -GEN n GROUND BUS, 100K AIC 'G1' Y m 2 Z3. c� v 300kVA,30 Z7P:480V �M S:120/208V LINK � Q Q ® 05 © GENERATOR 250kW, 312.5kVA 277/48OV.,3PH.,4W. n 400 3AF J 400 3AF 400 3AF 400 3AF 400 3AF 400 3AF O LPU LPU RP- LPL LPL1 LPU1 LPU LLN1 LLN 400/3AT 400/3AT BUILDING STEEL GROUNDING DETAIL 8 KEYNOTES 4 SCALE: N.T.S. SCALE: N.T.S. LIGHTING DIMMER 200/3A 200/3A 200 3AF 200 3AF ELPU1 ELPL1 ELPU2 41 40 ULL ULL1 LLL1 v T6 W GENERATOR 150kVA,30 P:480V 0 0_ Q SERVICE EQUIPMENT S:120/208V MDP UHC1 WATER MAIN (STREET SIDE OF METER) N 200A,3P; v T5 TO PUBLIC WORKS ULC ULC ULC1 45kVA,30 UHL -- ---.- P:480V UILDING 26.605 26.605 VILLAGE HALL 0,"', S: 120/208V PUBLIC WORKS N G"CBPH" « "CB1PIPE 450 3AT °' 30/3AT FLANGE EQUIPMENT / 800 3AF p-' 100/3AF GROUNDING CONDUCT R EQUIPMENT Lu DRILL &TAP 3/8" HOLE IN GROUNDING CONDUCTOR SEE PIPE FLANGE AND BOLT " GROUNDING LUG TO FLANGE "ONE -LINE DIAGRAMFOR SIZING - GROUNDING CONDUCTOR N O O 40 "TPW" "TEO" l 3 -POLE TRANSFER SWITCH V ljj300kVA,30 'v' a ; 30kVA,JO X P:480V ; x "T"Y"T"1 P: 480V 1S:120/208V r S: 120/208V cn 7 "CBPL" �► "C132" J TO MAIN SERVICE GROUND BUS LEGEND: 800 3AT '' 60/3AT- 800 3AF 100/3AF Q EXISTING TO REMAIN p-' ---------- EXISTING TO BE REMOVED U Y LOAD EXISTING TO BE RELOCATED 111111 n/ O O 04 111111 � Y J Y VQo- o°�Y MAIN WATER GROUNDING DETAIL GENERATOR/ATS GROUNDING DETAIL ONE LINE RISER DIAGRAM - DEMOLITION W �YW J m SCALE: N.T.S. SCALE: NTS SCALE: NTS ;o Y 0 4x4-600KCMIL,3/OG,4"C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO NEW PAD -MOUNT r GENERATOR G2 J N O 12.. 8-0 1"C BY E.C. _ _ _ _ _ _ UTLITY TRANSFORMER ~ 1600 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIRE, 65kAIC. 200kW 277/480V FRONT OF ¢------------ ----------- �- BOX OUT FOR O v I 1 2 O O I 30, 4 WIRE, WYE F O XFMR %„'° I PRIMARY CONDUITS GF 1200 3AT 400 3AT0 ______Jy__y�_______ ______� BOX OUT FOR..40 SECONDARY i i 120O/3AF 400/3AF 40 LIMITS OF SWITCHBOARD MDP L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N _ _ _ J 1 #6-3/4"C 400 3AT CONDUITS 18Y 10 PLAN VIEW GROUND ROD 400/3AF I M W NTS 3 SETS 4-600KCMIL, 3/OG,4" GRS °° 1 C �.-. A-.-;.-.-._.-.-. - 4"-. .-.-.-. .-.-._ q' CU 26.303 #3/0-1 11 BUILDING STEEL 26.304 #3/0 NOTE: GROUND GRID 6.. 18" 7'-0" 1. XFMR PAD DETAIL DEPICTS MTS E WATER SERVICE ATS -PW 400A,3P 26.101 O GENERAL INFORMATION ONLY. 1200A,3P N E COORDINATE EXACT CONSTRUCTION U. W/ UTILITY CO. SPEC. & REQUIREMENTS. 6" CONCRETE PAD 26.304 O GROUND ROD---,,,,: � 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE d 12' AND WILL BE ADJUSTED TO ACTUALJ 4-600KCMIL,#3G,4"GRS C. EQUIPMENT USED. 26.600 Lu 4" MIN. CRUSHED 8.' #4 REINFORCING BAR STONE OR GRAVEL ROUND EDGES 3 SETS 4-600KCMIL, 3 OG,4" GRS /T 26.601 LIMI S OF C I CHDUAHD PWEMDP 5"O.C.(BOTH WAY) 4x4-600KCMIL,3/OG,4"C. 26.105 DP -1 (MDP RENAMED) 400 3AT 800/3AF 400 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIRE. GROUND BUS, 42K AIC Q J c 4-600KCMIL,3/OG,4"C. n J 2' 12' --------t .; SECTION A -A C C 1200 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIRE. GROUND BUS, 100K AICA. 1400 AMPERE, 277/480 VOLT, 3 PHASE, 4 WIF«. GROUND BUS, 100K AIC41 41 ------------------------- ---- E:- PORTABLE GENERATOR1 ., NTS y ----r ti ----r 3/4" DIA. X 3000 PSI 42' "^�" ------ CONCRETE ----� 12#6 VERTICAL BARS 10'-0" LONG TYP.) (6 EACH SIDE) COPPER CLAD ( W/ #3 TIES 12" O.C. GROUND ROD �;r yY C CONNECTION POINT 4'SQx2' NEMA 3 PULL BOX © 0 ® 0 26.302 450 3AT 400 3AT 200 3AT 800 3AF 800 3AF 400 AF 40 l 0 0 0 041 1200 3AT 250 3AT 1450 3AT 1250 3AT 125 3AT 1400 3AT 250 3AT 1400/3AT J 400 AF 400 3AF J 600 AF J 400 3AF 200 3AF J 400 3AF 400 3AF J 400 3AF l l l � )400/3A ) J 250 3AT 400 3AT 125 3AT J 200 3AT 45 3AT 400/3AF 400/3AF 200/3AF i 200/3AF 100/3AF 40 40 4-300kCMIL,#4G, 3"C. 4#3,#6G,1 1/4"C. 3#6,#10G,1"C. 26.300 (ComEd XFMR CONCRETE PAD BY E.C.) � � � L r�nrTT HT Tv /TTFI�PUcr?n �1nP LHN1 HN2 UHN3 UHN1 UHN2 UHN4 vL_U 30kVA,30 P:480V T2 v T3 ('(1 5:120/208v/ 30kVA,30 _ TYP. UTILITY XFMR PAD DETAIL SCALE: N.T.S. HPL1 HPL2 HPU1 HDP T3 T1 P: 480V � 4#3,#6G,1 1 4'C. P5480V / S: 120/208V S: 120/208V 30kVA,30 45kVA,30 v- PWE P: 480V P:480V 120/208V S: 120/208V v v a MAIN SERVICE ULN DP -2 (MDP RENAMED) 3-600KCMIL,#3G,4"GRS C. EM w GROUND CONDUCTOR LEGEND: 1000 3AT NEW TR -GEN SERVICE 1200 3AF 1000 AMPERE, 120/208 VOLT, 3 PHASE, 4 WIRE. M GROUND BUS, 100K AIC o > (n - o BUILDING STEEL WATER MAIN DING n �XISTING TO REMAIN v 3:48VA,30 LINK P:480V M EXISTING TO BE REMOVED S:120/208V 0 Q 0 ® 05 © GENERATOR 'G1' 250kW, 312.5kVA 277/48OV.,3PH.,4W. PUBLIC WORKS BUILDING F------------------------------ o m STRAP LINK n 200/3A 200/3A 200/3A 225/3A 22543AT 225/3A 400 3AF 400 3AF � 400 3AF 400 3AF 400 3AF 400 3AF Q I I i 3OOkT-Pi 300kVA,3b r NEUTRAL BUS MAIN SERVICE /////--GROUND I 400/3AT 400/3AF I P:480V S: 120/208V v Lu JOB NO. 15-172-1017 BUS I I WATER METER SEE WATER MAIN LPU LPU RP- LPL LPL1 LPU1 LPU LLN1 LLN Z I I DRAWN ATR GROUND DETAIL THIS SHEET SEE BUILDING STEEL LIGHTING IIMME 200 3AT 200 3AT 200 3AF 200 3AF I I I I CHECKED MTK GROUND DETAIL THIS SHEET ANER ELPU1 ELPL1 ELPU2 ULL ULL1 LLL1T6 v 40 800 3AF I I APPROVED MTK SHEET TITLE 1#6 IN 3/4" C. GROUNDING ELECTRODE CONDUCTOR l50kVA,30 P: 480V S:120/208V F N " I Pw I ELECTRICAL GROUND CONDUCTOR PER NEC TABLE 250-66. - I I I I ONE LINE DIAGRAMS AND DETAILS GROUND ROD 3/4" DIA. X10' -O" LONG _ v 45kVA 3b ULC ULC ULC1 JHC1 P:480V I I SHEET NUMBER S: 120/208V E600 MAIN SERVICE GROUNDING DETAIL SCALE: N.T.S. 5 ONE LINE RISER DIAGRAM - REMODELED SCALE: NTS