c-1 - lisle township...cover sheet c-1 assessor's office building 4970 varsity drive lisle, il...
TRANSCRIPT
COVER SHEET
C-1
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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JWD
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EJB
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CONTOURS
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CONCRETE PAVED AREA
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GRAVEL PAVED AREA
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ASPHALT PAVED AREA
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662
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662
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FENCE LINE
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APPROX. PROPERTY LINE
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STORMWATER MANHOLE
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DOWNSPOUT
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WATER VALVE
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STORMWATER CLEANOUT
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SANITARY SEWER MANHOLE
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STORMWATER INLET
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FIRE HYDRANT
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TELEPHONE PEDESTAL
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UTILITY POLE
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GAS METER
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SIGN
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POST
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DECIDUOUS TREE
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BUSH
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SURFACE FLOW
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C-2
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C-1
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%%uSHEET No.
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DEMOLITION PLAN
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COVER SHEET
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%%uINDEX OF DRAWINGS
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%%UTITLE
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%%uLOCATION MAP
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PROJECT LOCATION
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DEMOLITION CROSS SECTIONS
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C-3
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EXISTING CONDITIONS
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E-1.01
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ELECTRICAL SPECIFICATION, SYMBOLS, AND DETAILS
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ELECTRICAL SITE PLAN
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E-2.01
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ELECTRICAL DEMO AND NEW RISER DIAGRAMS
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E-3.01
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%%UCIVIL:
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%%UELECTRICAL:
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SITE IMPROVEMENT PLAN
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C-4
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SITE IMPROVEMENT CROSS SECTIONS
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C-5
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C-6
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SITEWORK DETAILS
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C-7
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%%uEXISTING
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LEGEND
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%%uPROPOSED
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%%uNOTIFICATIONS
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* JULIE (800-892-0123)
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ELECTRIC, GAS, TELEPHONE & CABLE TV
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* VILLAGE OF LISLE, PUBLIC WORKS (630-271-4170)
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WATERMAIN SYSTEM
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* DUPAGE COUNTY PUBLIC WORKS DEPT (630-407-6809)
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SANITARY FORCE MAIN SEWER SYSTEM
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* DUPAGE COUNTY PUBLIC WORKS (630-407-6809)
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* VILLAGE OF LISLE, PUBLIC WORKS (630-271-4170)
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%%uPREPARED BY: PATRICK ENGINEERING INC.
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%%u
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Engineer
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%%U
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Date
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License No.: 062-051648
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License Expires 11/30/19
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%%u
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Engineer
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Date
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Engineer: Howard E. Firestone, P.E.
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LISLE TOWNSHIP
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4721 INDIANA AVENUE LISLE, IL 60532
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ASSESSORS OFFICE BUILDING DEMOLITION
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OVERHEAD ELECTRIC
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WATER LINE
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UNDERGROUND ELECTRIC
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STORM SEWER
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SILT FENCE
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SANITARY SEWER (GRAVITY)
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GRADE BREAK
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Civil Drawings: C-1 TO C-9
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License No.: 062-055909
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License Expires: 11/30/19
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Engineer: Gary F. Goodheart, P.E.
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GAS SERVICE
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Electrical Drawings: E1.01 TO E3.01
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TELEPHONE
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CONTRACTOR SHALL CONTACT THE FOLLOWING ORGANIZATIONS BEFORE STARTING ANY CONSTRUCTION ACTIVITIES TO OBTAIN UTILITY INFORMATION AND HAVE EXISTING UTILITIES LOCATED IN THE FIELD. CONSTRUCTION ACTIVITIES WITHIN ANY GIVEN AREA MAY NOT PROCEED UNTIL THAT AREA HAS BEEN CHECKED AND MARKED FOR UTILITIES BY ALL APPROPRIATE ORGANIZATIONS.
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CONTRACTOR SHALL CONTACT THE FOLLOWING ORGANIZATIONS AT LEAST TWO (2) WORKING DAYS BEFORE STARTING ANY CONSTRUCTION ACTIVITIES TO ARRANGE FOR CONSTRUCTION INSPECTIONS. THE CONTRACTOR SHALL ALSO MAKE ARRANGEMENTS AND PROVIDE NOTIFICATIONS FOR INSPECTIONS DURING THE COURSE OF CONSTRUCTION AS REQUIRED BY THESE ORGANIZATIONS:
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DRAFT
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21753.040
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Checked:
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Rev. No.
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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DEMOLITION
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ITEM TO BE REMOVED/DEMOLISHED
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PATRICK CONTROL POINT
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X
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LOCATION: TOWNSHIP 38 NORTH, RANGE 10 EAST, DUPAGE COUNTY, ILLINOIS
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TREE PROTECTION
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WORK HOUR LIMITATIONS:7:00AM-4:00PM WEEKDAYS 7:00AM-4:00PM WEEKDAYS WEEKDAYS 8:00AM-4:00PM SATURDAYS SATURDAYS NO WORK ALLOWEDSUNDAYS AND HOLIDAYSSUNDAYS AND HOLIDAYS
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C-8
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SITE RESTORATION PLAN
EXISTING CONDTIONS
AND TEMPORARY FENCING
C-2
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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PEI30
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PEI31
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PEI10
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UT
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JWD
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JP
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GFG
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10'
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5'
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0
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SCALE: 1"=10'
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NOTES: : 1.BASE DRAWING PREPARED FROM SURVEY BY BASE DRAWING PREPARED FROM SURVEY BY PATRICK ENGINEERING INC. PERFORMED 12-12-18. 2.CONTRACTOR SHALL VERIFY ELEVATIONS OF CONTRACTOR SHALL VERIFY ELEVATIONS OF PATRICK CONTROL POINTS PRIOR TO STARTING WORK. CONTACT PATRICK ENGINEERING FOR INFORMATION REGARDING CONTROL POINTS.
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SANITARY SEWER MH 10 RIM=725.44 INV=715.35
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18" RCP
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DRAFT
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21753.040
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Checked:
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Rev. No.
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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STORM SEWER INLET 7 RIM=711.98 INV=706.44
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10" RCP
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STORM SEWER INLET 8 RIM=725.49 INV=720.87
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8" RCP
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8" RCP
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8" RCP
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18" RCP
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STORM SEWER MH 9 RIM=725.36 INV=718.98
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12" RCP
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12" RCP
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12" RCP
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STORM SEWER INLET 6 RIM=717.76 S INV=716.16 E INV=715.25
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12" RCP
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4" DRAIN TILE
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SANITARY SEWER MH 3 RIM=728.10 INV=722.59
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10" PVC
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10" PVC
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STORM SEWER INLET 1 RIM=728.70 INV=723.55
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10" RCP
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STORM SEWER INLET 2 RIM=727.53 INV=721.38
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10" RCP
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STORM SEWER INLET 4 RIM=724.56 INV=718.02
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10" RCP
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STORM SEWER MH 5 RIM=719.64 INV=714.43
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12" RCP
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STORM SEWER INLET RIM=712.17 INV=706.80
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18" RCP
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FFE=718.17
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RAMP
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STEPS
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FFE=729.31
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FFE=729.36
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STEP
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STEPS
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WELLINGTON COURT
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INDIANA AVENUE
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PARKING LOT
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PARKING LOT
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ASSESSOR'S OFFICE BUILDING
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STEPS
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RAMP
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RETAINING WALL
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EX FENCE
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EX TRANSFORMER
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EX RETAINING WALL
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EX CHIMNEY
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EX AIR CONDITIONER UNIT
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EX DUCT
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EX TRENCH DRAIN
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3
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C-8
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SEDIMENT BARRIER
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3
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C-8
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SEDIMENT BARRIER
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PEI 20 1868547.20 1048783.88 726.10 MAG NAIL
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PEI 30 1868482.19 1049035.43 722.83 MAG NAIL
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POINT NORTHING EASTING ELEV DESC.
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PEI 10 1868582.93 1048982.33 726.59 MAG NAIL
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PATRICK CONTROL POINT TABLE
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PEI 31 1868468.11 1048948.02 718.16 MAG NAIL
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PEI 32 1868418.69 1048928.67 713.72 MAG NAIL
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UNDERGROUND ELECTRIC CONTINUATION UNKNOWN
DEMOLITION PLAN
C-3
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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PEI30
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PEI31
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PEI10
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SCALE: 1"=10'
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NOTE: : 1.BUILDING DEMOLITION SHALL CONSIST OF THE DEMOLITION, BUILDING DEMOLITION SHALL CONSIST OF THE DEMOLITION, REMOVAL, HAUL-OFF AND DISPOSAL OF ALL ARCHITECTURAL, MECHANICAL, AND STRUCTURAL COMPONENTS, SITE IMPROVEMENTS, AND LANDSCAPING AS INDICATED ON THE DRAWINGS. REMOVAL SHALL INCLUDE AGGREGATE BASE COURSE, BEDDING, AND OTHER ANCILLARY ITEMS. REMOVAL SHALL BE TO NATIVE SOIL WITHIN INDICATED LIMITS. 2.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING DEPTHS OF ALL UNDERGROUND UTILITIES WITHIN LIMITS OF DEMOLITION. (SEE SPECIFICATIONS) 3.CONTRACTOR SHALL COORDINATE WITH OWNER AND UTILITIES TO CONTRACTOR SHALL COORDINATE WITH OWNER AND UTILITIES TO SHUT OFF AND DISCONNECT ALL UTILITIES SERVICES TO THE BUILDING. 4.CONTRACTOR SHALL MEET EACH UTILITY PROVIDER'S CONTRACTOR SHALL MEET EACH UTILITY PROVIDER'S REQUIREMENTS FOR REMOVAL, CAPPING ENDS, AND ABANDONMENT OF THE UTILITIES. 5.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL SITE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL SITE IMPROVEMENTS SHOWN TO REMAIN. 6.CONTRACTOR SHALL SUPPORT EXISTING TRANSFORMER AND CONTRACTOR SHALL SUPPORT EXISTING TRANSFORMER AND FOUNDATION WHILE EXCAVATING FOR FOUNDATION REMOVAL.
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SANITARY SEWER MH 10 RIM=725.44 INV=715.35
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18" RCP
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DRAFT
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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STORM SEWER INLET 7 RIM=711.98 INV=706.44
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10" RCP
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STORM SEWER INLET 8 RIM=725.49 INV=720.87
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8" RCP
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8" RCP
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8" RCP
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18" RCP
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STORM SEWER MH 9 RIM=725.36 INV=718.98
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12" RCP
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12" RCP
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12" RCP
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STORM SEWER INLET 6 TO REMAIN RIM=717.76 E INV=715.25 S INV=716.16 (PLUG AND ABANDON IN PLACE)
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12" RCP TO REMAIN
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SANITARY SEWER MH 3 RIM=728.10 INV=722.59
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10" PVC
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10" PVC
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STORM SEWER INLET 1 RIM=728.70 INV=723.55
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10" RCP
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STORM SEWER INLET 2 RIM=727.53 INV=721.38
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10" RCP
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STORM SEWER INLET 4 RIM=724.56 INV=718.02
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10" RCP TO REMAIN
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STORM SEWER MH5 TO REMAIN RIM=719.64 INV=714.43
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STORM SEWER INLET RIM=712.17 INV=706.80
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18" RCP
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FFE=718.17
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FFE=729.31
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FFE=729.36
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WELLINGTON COURT
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INDIANA AVENUE
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PARKING LOT
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PARKING LOT
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DEMOLISH AND REMOVE OFFICE BUILDING AND UNDERGROUND SITE IMPROVEMENTS
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RETAINING WALL
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EX TRANSFORMER TO REMAIN (SEE NOTE 6 AND ELECTRICAL SHEETS)
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REMOVE EX DUCT
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CAP SANITARY SERVICE AT LIMITS OF REMOVAL
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SAWCUT AT LIMITS OF EX CURB, SIDEWALK, AND PAVEMENT TO BE REMOVED (TYP.)
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REMOVE TREE (TYP.)
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REMOVE UNDERGROUND ELECTRIC SERVICE TO BUILDING
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EX UNDERGROUND ELECTRIC TO REMAIN (SEE ELECTRICAL SHEETS)
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REMOVE UNDERGROUND TELEPHONE
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REMOVE EX UNDERGROUND ELECTRIC (SEE ELECTRICAL SHEETS)
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A
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DEMOLITION NOTES: : 1.CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND IS RESPONSIBLE FOR THE MEANS AND IS RESPONSIBLE FOR THE MEANS AND RESPONSIBLE FOR THE MEANS AND RESPONSIBLE FOR THE MEANS AND FOR THE MEANS AND FOR THE MEANS AND THE MEANS AND THE MEANS AND MEANS AND MEANS AND AND AND METHODS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF DEMOLITION AND THE INTEGRITY AND STABILITY OF DEMOLITION AND THE INTEGRITY AND STABILITY DEMOLITION AND THE INTEGRITY AND STABILITY DEMOLITION AND THE INTEGRITY AND STABILITY AND THE INTEGRITY AND STABILITY AND THE INTEGRITY AND STABILITY THE INTEGRITY AND STABILITY THE INTEGRITY AND STABILITY INTEGRITY AND STABILITY INTEGRITY AND STABILITY AND STABILITY AND STABILITY STABILITY STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE STRUCTURE DURING DEMOLITION UNTIL THE STRUCTURE DURING DEMOLITION UNTIL THE DURING DEMOLITION UNTIL THE DURING DEMOLITION UNTIL THE DEMOLITION UNTIL THE DEMOLITION UNTIL THE UNTIL THE UNTIL THE THE THE WORK IS COMPLETED. CONTRACTOR SHALL PROVIDE SHORING IS COMPLETED. CONTRACTOR SHALL PROVIDE SHORING IS COMPLETED. CONTRACTOR SHALL PROVIDE SHORING COMPLETED. CONTRACTOR SHALL PROVIDE SHORING COMPLETED. CONTRACTOR SHALL PROVIDE SHORING CONTRACTOR SHALL PROVIDE SHORING CONTRACTOR SHALL PROVIDE SHORING SHALL PROVIDE SHORING SHALL PROVIDE SHORING PROVIDE SHORING PROVIDE SHORING SHORING SHORING IN REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO LOCATIONS WHERE EXISTING CONSTRUCTION TO LOCATIONS WHERE EXISTING CONSTRUCTION TO WHERE EXISTING CONSTRUCTION TO WHERE EXISTING CONSTRUCTION TO EXISTING CONSTRUCTION TO EXISTING CONSTRUCTION TO CONSTRUCTION TO CONSTRUCTION TO TO TO REMAIN WILL BE AFFECTED BY DEMOLITION. 2.CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY IS RESPONSIBLE FOR REPAIRS TO ANY IS RESPONSIBLE FOR REPAIRS TO ANY RESPONSIBLE FOR REPAIRS TO ANY RESPONSIBLE FOR REPAIRS TO ANY FOR REPAIRS TO ANY FOR REPAIRS TO ANY REPAIRS TO ANY REPAIRS TO ANY TO ANY TO ANY ANY ANY ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN WHICH ARE TO REMAIN AND THAT HAVE BEEN WHICH ARE TO REMAIN AND THAT HAVE BEEN ARE TO REMAIN AND THAT HAVE BEEN ARE TO REMAIN AND THAT HAVE BEEN TO REMAIN AND THAT HAVE BEEN TO REMAIN AND THAT HAVE BEEN REMAIN AND THAT HAVE BEEN REMAIN AND THAT HAVE BEEN AND THAT HAVE BEEN AND THAT HAVE BEEN THAT HAVE BEEN THAT HAVE BEEN HAVE BEEN HAVE BEEN BEEN BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE DURING THE DEMOLITION PROCESS TO THE DURING THE DEMOLITION PROCESS TO THE THE DEMOLITION PROCESS TO THE THE DEMOLITION PROCESS TO THE DEMOLITION PROCESS TO THE DEMOLITION PROCESS TO THE PROCESS TO THE PROCESS TO THE TO THE TO THE THE THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SATISFACTION OF THE OWNER. THE REPAIRS SATISFACTION OF THE OWNER. THE REPAIRS OF THE OWNER. THE REPAIRS OF THE OWNER. THE REPAIRS THE OWNER. THE REPAIRS THE OWNER. THE REPAIRS OWNER. THE REPAIRS OWNER. THE REPAIRS THE REPAIRS THE REPAIRS REPAIRS REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. 3.EXISTING STRUCTURE IS INDICATED FOR REFERENCE ONLY EXISTING STRUCTURE IS INDICATED FOR REFERENCE ONLY STRUCTURE IS INDICATED FOR REFERENCE ONLY STRUCTURE IS INDICATED FOR REFERENCE ONLY IS INDICATED FOR REFERENCE ONLY IS INDICATED FOR REFERENCE ONLY INDICATED FOR REFERENCE ONLY INDICATED FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY REFERENCE ONLY REFERENCE ONLY ONLY ONLY AND IS TO BE FIELD VERIFIED BY CONTRACTOR. VERIFY IS TO BE FIELD VERIFIED BY CONTRACTOR. VERIFY IS TO BE FIELD VERIFIED BY CONTRACTOR. VERIFY TO BE FIELD VERIFIED BY CONTRACTOR. VERIFY TO BE FIELD VERIFIED BY CONTRACTOR. VERIFY BE FIELD VERIFIED BY CONTRACTOR. VERIFY BE FIELD VERIFIED BY CONTRACTOR. VERIFY FIELD VERIFIED BY CONTRACTOR. VERIFY FIELD VERIFIED BY CONTRACTOR. VERIFY VERIFIED BY CONTRACTOR. VERIFY VERIFIED BY CONTRACTOR. VERIFY BY CONTRACTOR. VERIFY BY CONTRACTOR. VERIFY CONTRACTOR. VERIFY CONTRACTOR. VERIFY VERIFY VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. EXACT EXTENT OF DEMOLITION AT THE SITE. EXACT EXTENT OF DEMOLITION AT THE SITE. EXTENT OF DEMOLITION AT THE SITE. EXTENT OF DEMOLITION AT THE SITE. OF DEMOLITION AT THE SITE. OF DEMOLITION AT THE SITE. DEMOLITION AT THE SITE. DEMOLITION AT THE SITE. AT THE SITE. AT THE SITE. THE SITE. THE SITE. SITE. SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT THE NATURE AND EXTENT OF DEMOLITION THAT THE NATURE AND EXTENT OF DEMOLITION THAT NATURE AND EXTENT OF DEMOLITION THAT NATURE AND EXTENT OF DEMOLITION THAT AND EXTENT OF DEMOLITION THAT AND EXTENT OF DEMOLITION THAT EXTENT OF DEMOLITION THAT EXTENT OF DEMOLITION THAT OF DEMOLITION THAT OF DEMOLITION THAT DEMOLITION THAT DEMOLITION THAT THAT THAT WILL BE NECESSARY BY COMPARING THE EXITING BUILDING BE NECESSARY BY COMPARING THE EXITING BUILDING BE NECESSARY BY COMPARING THE EXITING BUILDING NECESSARY BY COMPARING THE EXITING BUILDING NECESSARY BY COMPARING THE EXITING BUILDING BY COMPARING THE EXITING BUILDING BY COMPARING THE EXITING BUILDING COMPARING THE EXITING BUILDING COMPARING THE EXITING BUILDING THE EXITING BUILDING THE EXITING BUILDING EXITING BUILDING EXITING BUILDING BUILDING BUILDING DOCUMENTATION TO THE EXISTING CONDITIONS. 4.CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED SHALL USE QUALIFIED, EXPERIENCED SHALL USE QUALIFIED, EXPERIENCED USE QUALIFIED, EXPERIENCED USE QUALIFIED, EXPERIENCED QUALIFIED, EXPERIENCED QUALIFIED, EXPERIENCED EXPERIENCED EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. FOR DEMOLITION AND REMOVAL OPERATIONS. FOR DEMOLITION AND REMOVAL OPERATIONS. DEMOLITION AND REMOVAL OPERATIONS. DEMOLITION AND REMOVAL OPERATIONS. AND REMOVAL OPERATIONS. AND REMOVAL OPERATIONS. REMOVAL OPERATIONS. REMOVAL OPERATIONS. OPERATIONS. OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A DEMOLITION AND REMOVAL OPERATIONS IN A DEMOLITION AND REMOVAL OPERATIONS IN A AND REMOVAL OPERATIONS IN A AND REMOVAL OPERATIONS IN A REMOVAL OPERATIONS IN A REMOVAL OPERATIONS IN A OPERATIONS IN A OPERATIONS IN A IN A IN A A A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO AND ORDERLY MANNER TO PREVENT HAZARDS TO AND ORDERLY MANNER TO PREVENT HAZARDS TO ORDERLY MANNER TO PREVENT HAZARDS TO ORDERLY MANNER TO PREVENT HAZARDS TO MANNER TO PREVENT HAZARDS TO MANNER TO PREVENT HAZARDS TO TO PREVENT HAZARDS TO TO PREVENT HAZARDS TO PREVENT HAZARDS TO PREVENT HAZARDS TO HAZARDS TO HAZARDS TO TO TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DAMAGE TO PROPERTY, AND THE SPREADING OF DAMAGE TO PROPERTY, AND THE SPREADING OF TO PROPERTY, AND THE SPREADING OF TO PROPERTY, AND THE SPREADING OF PROPERTY, AND THE SPREADING OF PROPERTY, AND THE SPREADING OF AND THE SPREADING OF AND THE SPREADING OF THE SPREADING OF THE SPREADING OF SPREADING OF SPREADING OF OF OF DUST AND DEBRIS. 5.DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL PERMIT PORTIONS OF THE STRUCTURE TO FALL PERMIT PORTIONS OF THE STRUCTURE TO FALL PORTIONS OF THE STRUCTURE TO FALL PORTIONS OF THE STRUCTURE TO FALL OF THE STRUCTURE TO FALL OF THE STRUCTURE TO FALL THE STRUCTURE TO FALL THE STRUCTURE TO FALL STRUCTURE TO FALL STRUCTURE TO FALL TO FALL TO FALL FALL FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL TO DROP EXCEPT BY METHODS WHICH WILL TO DROP EXCEPT BY METHODS WHICH WILL DROP EXCEPT BY METHODS WHICH WILL DROP EXCEPT BY METHODS WHICH WILL EXCEPT BY METHODS WHICH WILL EXCEPT BY METHODS WHICH WILL BY METHODS WHICH WILL BY METHODS WHICH WILL METHODS WHICH WILL METHODS WHICH WILL WHICH WILL WHICH WILL WILL WILL PROVIDE A SAFE AND CONTROLLED DEMOLITION OF THE A SAFE AND CONTROLLED DEMOLITION OF THE A SAFE AND CONTROLLED DEMOLITION OF THE SAFE AND CONTROLLED DEMOLITION OF THE SAFE AND CONTROLLED DEMOLITION OF THE AND CONTROLLED DEMOLITION OF THE AND CONTROLLED DEMOLITION OF THE CONTROLLED DEMOLITION OF THE CONTROLLED DEMOLITION OF THE DEMOLITION OF THE DEMOLITION OF THE OF THE OF THE THE THE STRUCTURE. 6.PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE TO THE START OF WORK, VERIFY THAT THE SCOPE TO THE START OF WORK, VERIFY THAT THE SCOPE THE START OF WORK, VERIFY THAT THE SCOPE THE START OF WORK, VERIFY THAT THE SCOPE START OF WORK, VERIFY THAT THE SCOPE START OF WORK, VERIFY THAT THE SCOPE OF WORK, VERIFY THAT THE SCOPE OF WORK, VERIFY THAT THE SCOPE WORK, VERIFY THAT THE SCOPE WORK, VERIFY THAT THE SCOPE VERIFY THAT THE SCOPE VERIFY THAT THE SCOPE THAT THE SCOPE THAT THE SCOPE THE SCOPE THE SCOPE SCOPE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS INDICATED ON THE CONTRACT DOCUMENTS INDICATED ON THE CONTRACT DOCUMENTS ON THE CONTRACT DOCUMENTS ON THE CONTRACT DOCUMENTS THE CONTRACT DOCUMENTS THE CONTRACT DOCUMENTS CONTRACT DOCUMENTS CONTRACT DOCUMENTS DOCUMENTS DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY DAMAGE, CUT OR DISRUPT SERVICE OF ANY DAMAGE, CUT OR DISRUPT SERVICE OF ANY CUT OR DISRUPT SERVICE OF ANY CUT OR DISRUPT SERVICE OF ANY OR DISRUPT SERVICE OF ANY OR DISRUPT SERVICE OF ANY DISRUPT SERVICE OF ANY DISRUPT SERVICE OF ANY SERVICE OF ANY SERVICE OF ANY OF ANY OF ANY ANY ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY IN SYSTEM, ELECTRICAL SYSTEM OR UTILITY IN SYSTEM, ELECTRICAL SYSTEM OR UTILITY IN ELECTRICAL SYSTEM OR UTILITY IN ELECTRICAL SYSTEM OR UTILITY IN SYSTEM OR UTILITY IN SYSTEM OR UTILITY IN OR UTILITY IN OR UTILITY IN UTILITY IN UTILITY IN IN IN AND AROUND THE EXISTING STRUCTURE. 7.CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF SHALL INCLUDE IN HIS BID THE COST OF SHALL INCLUDE IN HIS BID THE COST OF INCLUDE IN HIS BID THE COST OF INCLUDE IN HIS BID THE COST OF IN HIS BID THE COST OF IN HIS BID THE COST OF HIS BID THE COST OF HIS BID THE COST OF BID THE COST OF BID THE COST OF THE COST OF THE COST OF COST OF COST OF OF OF REMOVING DEMOLISHED MATERIALS FROM THE SITE IN DEMOLISHED MATERIALS FROM THE SITE IN DEMOLISHED MATERIALS FROM THE SITE IN MATERIALS FROM THE SITE IN MATERIALS FROM THE SITE IN FROM THE SITE IN FROM THE SITE IN THE SITE IN THE SITE IN SITE IN SITE IN IN IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND WITH ALL APPLICABLE LAWS, CODES, AND WITH ALL APPLICABLE LAWS, CODES, AND ALL APPLICABLE LAWS, CODES, AND ALL APPLICABLE LAWS, CODES, AND APPLICABLE LAWS, CODES, AND APPLICABLE LAWS, CODES, AND LAWS, CODES, AND LAWS, CODES, AND CODES, AND CODES, AND AND AND REGULATIONS.
DEMOLITION
CROSS SECTIONS
C-4
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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0+00
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1+00
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720
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725
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730
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715
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DRAFT
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21753.040
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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EX GRADE
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1H:1V SLOPE MIN. (SEE NOTE 1)
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EX CURB TO REMAIN
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EX CONCRETE RAMP TO REMAIN
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REMOVE STRUCTURE
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REMOVE STRUCTURE
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1H:1V SLOPE MIN. (SEE NOTE 1)
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EX GRADE
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REMOVE STRUCTURE
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REMOVE STRUCTURE
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1H:1V SLOPE MIN. (SEE NOTE 1)
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1H:1V SLOPE MIN. (SEE NOTE 1)
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REMOVE EX SIDEWALK
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REMOVE EX CURB
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A
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C-4
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CROSS SECTION A-A
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SCALE: AS SHOWN
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B
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C-4
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CROSS SECTION B-B
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SCALE: AS SHOWN
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VERTICAL SCALE
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10'
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1'
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OFFICE BUILDING
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OFFICE BUILDING
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SAWCUT
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NOTE: : 1.REFER TO PATRICK GEOTECHNICAL REPORT DATED FEBRUARY 16, REFER TO PATRICK GEOTECHNICAL REPORT DATED FEBRUARY 16, 2018 FOR SOIL INFORMATION AND RECOMMENDATIONS.
SITE IMPROVEMENT PLAN
C-5
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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PEI30
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PEI31
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PEI10
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PEI32
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PEI31
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SANITARY SEWER MH 10 RIM=725.44 INV=715.35
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18" RCP
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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STORM SEWER INLET 7 RIM=711.98 INV=706.44
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10" RCP
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STORM SEWER INLET 8 RIM=725.49 INV=720.87
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8" RCP
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8" RCP
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8" RCP
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18" RCP
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STORM SEWER MH 9 RIM=725.36 INV=718.98
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12" RCP
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12" RCP
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12" RCP
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12" RCP
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SANITARY SEWER MH 3 RIM=728.10 INV=722.59
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10" PVC
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10" PVC
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STORM SEWER INLET 1 RIM=728.70 INV=723.55
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10" RCP
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STORM SEWER INLET 2 RIM=727.53 INV=721.38
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10" RCP
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STORM SEWER INLET 4 RIM=724.56 INV=718.02
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10" RCP
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STORM SEWER MH5 RIM=719.64 INV=714.43
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STORM SEWER INLET RIM=712.17 INV=706.80
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18" RCP
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WELLINGTON COURT
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INDIANA AVENUE
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PARKING LOT
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PARKING LOT
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RETAINING WALL
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NEW UNDERGROUND ELECTRIC (SEE ELECTRICAL SHEETS)
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EX STORM SEWER INLET 6 RIM=717.76 INV=715.25
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3H:1V SLOPE
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3H:1V SLOPE
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3H:1V SLOPE
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3H:1V SLOPE
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2.0%%% SLOPE
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28 LF 2' WIDE TRAPEZOIDAL DITCH @ 1.5% SLOPE
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GRADE BREAK
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APPROXIMATE LIMITS OF DISTURBANCE/GRADING
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EX TRANSFORMER (SEE ELECTRICAL SHEETS)
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EX UNDERGROUND ELECTRIC
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1
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C-8
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SITE RESTORATION PLAN
C-6
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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GFG
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10'
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5'
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0
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SCALE: 1"=10'
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SANITARY SEWER MH 10 RIM=725.44 INV=715.35
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18" RCP
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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ISSUED FOR CONSTRUCTION 07/11/2019
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STORM SEWER INLET 7 RIM=711.98 INV=706.44
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10" RCP
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STORM SEWER INLET 8 RIM=725.49 INV=720.87
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8" RCP
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8" RCP
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8" RCP
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18" RCP
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STORM SEWER MH 9 RIM=725.36 INV=718.98
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12" RCP
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12" RCP
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12" RCP
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12" RCP
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SANITARY SEWER MH 3 RIM=728.10 INV=722.59
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10" PVC
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10" PVC
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STORM SEWER INLET 1 RIM=728.70 INV=723.55
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10" RCP
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STORM SEWER INLET 2 RIM=727.53 INV=721.38
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10" RCP
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STORM SEWER INLET 4 RIM=724.56 INV=718.02
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10" RCP
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STORM SEWER MH5 RIM=719.64 INV=714.43
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STORM SEWER INLET RIM=712.17 INV=706.80
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18" RCP
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WELLINGTON COURT
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INDIANA AVENUE
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PARKING LOT
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PARKING LOT
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RETAINING WALL
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UNDERGROUND ELECTRIC
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EX STORM SEWER INLET 6 RIM=717.76 INV=715.25
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EX UNDERGROUND ELECTRIC
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GRADE BREAK
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GRADE BREAK
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%%ULEGEND:
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DOT CLASS 1 LAWN SEED MIXTURE AND EROSION CONTROL BLANKET
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IDOT CLASS 1 LAWN SEED MIXTURE AND MULCH
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IDOT CLASS 7 TEMPORARY TURF COVER SEED MIXTURE AND MULCH
SITE IMPROVEMENT
CROSS SECTIONS
C-7
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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0+00
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1+00
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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ISSUED FOR CONSTRUCTION 07/11/2019
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EX GRADE
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FINISH GRADE
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3H:1V SLOPE
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0.0% SLOPE
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3H:1V SLOPE
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CONCRETE CURB
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4.0% SLOPE
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2.0% SLOPE
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3H:1V SLOPE
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3H:1V SLOPE
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TRAPEZOIDAL DITCH
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EX CURB
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EX CONCRETE RAMP
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EX GRADE
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A
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C-7
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CROSS SECTION A-A
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SCALE: AS SHOWN
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B
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C-7
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CROSS SECTION B-B
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SCALE: AS SHOWN
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0
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0
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5'
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1'
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1'
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C-8
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4
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EROSION CONTROL BLANKET ON 3H:1V SLOPES WITH IDOT CLASS 1 SEED MIX (TYP.)
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EROSION CONTROL BLANKET ON 3H:1V SLOPES WITH IDOT CLASS 1 SEED MIX (TYP.)
SITEWORK DETAILS
C-8
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
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JWD
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DRAFT
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21753.040
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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#4 CONT.
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DOWEL BARS AT
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EXPANSION JOINTS
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CURB SECTION
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3/4"/FOOT
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9"
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R=1"
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DEPRESSED
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12"
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3"
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6"
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11/2"
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R=1"
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1"
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6"
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%%UCURB & GUTTER
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%%UB6.12 PC CONCRETE
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%%USEDIMENT BARRIER
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FILTER FABRIC FENCE
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%%UELEVATION
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VARIES, SEE PLAN
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OVERLAND FLOW APPLICATION
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2'-6"
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%%U
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FLOW
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1'-6"
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%%USECTION
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NOTES: 1.SUPPORT WIRE MESH MAY BE OMITTED IF A MAXIMUM POST SPACING SUPPORT WIRE MESH MAY BE OMITTED IF A MAXIMUM POST SPACING OF 5 FEET IS PROVIDED. 2.SEDIMENT TRAPPED BY FENCE SHALL BE REMOVED (AND PROPERLY SEDIMENT TRAPPED BY FENCE SHALL BE REMOVED (AND PROPERLY DISPOSED OF) WHENEVER SIGNIFICANT ACCUMULATION OCCURS. 3.BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL THE UPSLOPE AREA BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND UNTIL THE ENGINEER AUTHORIZES REMOVAL.
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COMPACTED BACKFILL
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6"X6" TRENCH
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EXTEND 6" FABRIC INTO TRENCH
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WOOD OR STEEL POSTS AT 5' TO 8' SPACING
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36" WIDE GEOTEXTILE FILTER FABRIC W/ SUPPORT WIRE MESH (6" OPENINGS) W/ 9 GAUGE TOP/BOTTOM WIRES)
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EROSION CONTROL BLANKET SLOPE INSTALLATION
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%%USTAPLES
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NOTES: : 1.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE SMOOTH, CONTINUOUS SOIL CONTACT. 2.APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. 3.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH BLANKET. 4.STAKING PATTERN AND SPACING SHALL BE AS STAKING PATTERN AND SPACING SHALL BE AS RECOMMENDED BY BLANKET SUPPLIER FOR SLOPE CONDITIONS.
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%%UISOMETRIC VIEW
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TYPICAL SLOPE SOIL STABILIZATION
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OVERLAP
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EROSION CONTROL MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.
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TAMP SOIL OVER MAT/BLANKET
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2:1 SLOPE
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1 "12"
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%%UBERM
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NOT TO SCALE
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STAKE (TYP.)
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STAKE (TYP. @ 3'-0" O.C.)
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EROSION CONTROL BLANKET
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%%UPC CONCRETE CURBING
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%%UNOTES
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1.PC CONCRETE REQUIREMENTS SHALL BE AS SPECIFIED IN THE IDOT PC CONCRETE REQUIREMENTS SHALL BE AS SPECIFIED IN THE IDOT STANDARD SPECIFICATIONS. 2.CURBING ADJACENT TO BITUMINOUS PAVEMENT SHALL HAVE CONTROL CURBING ADJACENT TO BITUMINOUS PAVEMENT SHALL HAVE CONTROL JOINTS AT 15' SPACING AND EXPANSION JOINTS AT 60' SPACING AND AT TANGENT POINTS OF ALL RADII OF LESS THAN 100'. 3.CURBING CONTROL JOINTS SHALL BE 3" DEEP SAW CUT MADE WITHIN 48 CURBING CONTROL JOINTS SHALL BE 3" DEEP SAW CUT MADE WITHIN 48 HOURS OF PLACING CONCRETE. 4.ALL CURBING SHALL CONTAIN CONTINUOUS REINFORCING BARS (2-#4 ALL CURBING SHALL CONTAIN CONTINUOUS REINFORCING BARS (2-#4 BARS UNLESS OTHERWISE INDICATED). BARS SHALL BE OVERLAPPED 12" AT SPLICES. BARS SHALL NOT RUN THROUGH EXPANSION JOINTS. 5.DOWEL BARS SHALL BE PROVIDED AT ALL CURBING EXPANSION AND DOWEL BARS SHALL BE PROVIDED AT ALL CURBING EXPANSION AND CONSTRUCTION JOINTS. 6.NEW CURBING SHALL BE CONNECTED TO EXISTING CURBING WITH 2-3/4" NEW CURBING SHALL BE CONNECTED TO EXISTING CURBING WITH 2-3/4" DIA. x 18" LONG DOWEL BARS. DOWELS SHALL BE ANCHORED 9" INTO EXISTING CURBING.
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1
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2
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6
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1
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3
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1
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3
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2'
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%%UTRAPEZOIDAL DITCH
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4
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C-8
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EXISTING GRADE
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FINISH GRADE
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EROSION CONTROL BLANKET AND IDOT CLASS 1 SEED MIX ON DITCH SLOPES AND BOTTOM
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6
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C-8
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%%UTREE PROTECTION FENCE
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TEMPORARY BARRIER FENCE
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48"
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FENCE POST AT 6' OR LESS INTERVALS
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R'
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18"
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FENCE LOCATION RADIUS TO BE 2 FEET PLUS 1 FOOT FOR EACH 1-INCH DIAMETER OF TREE CALIPER, AS MEASURED 4 FEET ABOVE GROUND (MIN. 8 FOOT RADIUS).
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5
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BARRIER FENCE TO BE 48-INCH-HIGH PLASTIC GRID OR WOOD LATHE TYPE WITH WOOD OR METAL POSTS AT 6 FEET OR LESS INTERVALS AND ANCHORED AT LEAST 18 INCHES INTO GROUND.
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
ELECTRICAL SPECIFICATIONS,
SYMBOLS AND DETAIL
E1.01
CODE REFERENCES
ELECTRICAL SHEET INDEXELECTRICAL LINETYPES
GENERAL ELECTRICAL NOTES
ELECTRICAL DEMOLITION NOTES
ELECTRICAL SCOPE OF WORK
ELECTRICAL SPECIFICATIONS
ELECTRICAL SYMBOLS
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Approved:
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DRAFT
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21753.040
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Checked:
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Rev. No.
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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VK
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AG
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SAS
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HEF
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ELECTRIC CODE: NATIONAL ELECTRICAL CODE LATEST EDITION BUILDING CODE: INTERNATIONAL BUILDING CODE LATEST EDITION LIFE SAFETY CODE: NFPA 101 LATEST EDITION INTERNATIONAL PROPERTY MAINTENANCE CODE LATEST EDITION.
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CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE VILLAGE OF LISLE, ILLINOIS CODES, LAWS, ORDINANCES AND OTHER REGULATIONS HAVING JURISDICTION OVER THIS INSTALLATION, INCLUDING BUT NOT LIMITED TO THE CODES LISTED BELOW:
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E1.01ELECTRICAL SPECIFICATIONS, SYMBOLS AND DETAIL ELECTRICAL SPECIFICATIONS, SYMBOLS AND DETAIL E2.01ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN E3.01ELECTRICAL DEMO AND NEW RISER DIAGRAMSELECTRICAL DEMO AND NEW RISER DIAGRAMS
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1. " " INDICATES KEYED NOTE USED TO DESCRIBE ADDITIONAL INFORMATION OF WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL IT IS SHOWN WITH. 2. ALL ELECTRICAL CONDUCTORS SHALL BE COPPER. 3. A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR, SIZED PER THE CURRENT EDITION OF THE CHICAGO ELECTRICAL CODE, SHALL BE INSTALLED WITH ALL FEEDERS AND BRANCH CIRCUITS. TERMINATE EACH END ON A GROUNDING LINE, BUSBAR OR BUSHINGS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.
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#
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EXAMINATION OF EXISTING CONDITIONS: VISIT THE SITE AND CAREFULLY EXAMINE THE BUILDING ELECTRICAL SYSTEMS SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK, BEFORE SUBMITTING PROPOSALS. SUBMISSION OF A PROPOSAL WILL BE EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED. REMOVAL NOTES: 1.CAREFULLY REVIEW CIVIL DRAWINGS FOR ITEMS AND DEVICES WITH ELECTRICAL CAREFULLY REVIEW CIVIL DRAWINGS FOR ITEMS AND DEVICES WITH ELECTRICAL CONNECTIONS TO BE REMOVED AND/OR RELOCATED. INCLUDE ALL COSTS IN BASE BID FOR REMOVAL, DISCONNECTING, OR RELOCATION OF EQUIPMENT AFFECTED BY THE ELECTRICAL SCOPE OF WORK. 2.EXISTING ELECTRICAL EQUIPMENT NOT SHOWN ON THIS DRAWING, BUT REQUIRED TO BE EXISTING ELECTRICAL EQUIPMENT NOT SHOWN ON THIS DRAWING, BUT REQUIRED TO BE REMOVED AND/OR RELOCATED BY DEMOLITION, SHALL BE INCLUDED IN SCOPE OF THE WORK. 3.SHUTDOWN OF ANY SERVICE TO EQUIPMENT REMAINING SHALL ONLY BE FOR THE TIME SHUTDOWN OF ANY SERVICE TO EQUIPMENT REMAINING SHALL ONLY BE FOR THE TIME AGREED UPON BY OWNER'S REPRESENTATIVE. SUCH SHUTDOWN SHALL BE IN WRITING WITH COPY TO THE ENGINEER.
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THE ELECTRICAL SCOPE OF WORK IS AS FOLLOWS: 1.1SCOPE OF WORK SCOPE OF WORK A.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE ELECTRICAL DRAWINGS. PROVIDE ALL ITEMS REQUIRED TO PROVIDE COMPLETE AND OPERABLE SYSTEMS. B.THE ELECTRICAL DRAWINGS GOVERN FURNISHING, INSTALLING, TESTING AND PLACING THE ELECTRICAL DRAWINGS GOVERN FURNISHING, INSTALLING, TESTING AND PLACING INTO SATISFACTORY OPERATION THE ELECTRICAL SYSTEMS. C.DESCRIPTION OF ELECTRICAL SYSTEM SHALL BE AS FOLLOWS: DESCRIPTION OF ELECTRICAL SYSTEM SHALL BE AS FOLLOWS: 1.MODIFICATION OF THE EXISTING ELECTRICAL POWER SYSTEM. MODIFICATION OF THE EXISTING ELECTRICAL POWER SYSTEM. 2.REMOVAL WORK AND RELOCATION AND REUSE OF EXISTING SYSTEMS AND REMOVAL WORK AND RELOCATION AND REUSE OF EXISTING SYSTEMS AND EQUIPMENT. 3.EXTENSION OF THE EXISTING GROUNDING SYSTEM. EXTENSION OF THE EXISTING GROUNDING SYSTEM. 4.WIRING OF EQUIPMENT. WIRING OF EQUIPMENT. 5.EXCAVATION, FILL, BACKFILL AND COMPACTION IN CONNECTION WITH ELECTRICAL EXCAVATION, FILL, BACKFILL AND COMPACTION IN CONNECTION WITH ELECTRICAL WORK. 6.IDENTIFICATION FOR ELECTRICAL SYSTEMS (RACEWAYS, EQUIPMENT IDENTIFICATION IDENTIFICATION FOR ELECTRICAL SYSTEMS (RACEWAYS, EQUIPMENT IDENTIFICATION WITH ASSOCIATED POWER SOURCE AND CIRCUIT NUMBER).
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1.WORK INCLUDED WORK INCLUDED A.PROVIDE ALL LABOR, MATERIALS AND INCIDENTALS REQUIRED TO COMPLETE PROVIDE ALL LABOR, MATERIALS AND INCIDENTALS REQUIRED TO COMPLETE THE ELECTRICAL WORK WHICH IS CALLED FOR DIAGRAMMATICALLY IN THE DRAWINGS AND SPECIFIED. IN GENERAL, THE WORK CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING: A.1.VISIT THE SITE AND VERIFY EXISTING CONDITIONS FOR ELECTRICAL POWER VISIT THE SITE AND VERIFY EXISTING CONDITIONS FOR ELECTRICAL POWER DISTRIBUTION SYSTEM. A.2.PROJECT RECORD DRAWINGS. PROJECT RECORD DRAWINGS. A.3.ALL PERMITS, TESTING AND INSPECTION FEES. ALL PERMITS, TESTING AND INSPECTION FEES. A.4.REFER TO ELECTRICAL SCOPE OF WORK IN THIS SHEET FOR ADDITIONAL REFER TO ELECTRICAL SCOPE OF WORK IN THIS SHEET FOR ADDITIONAL INFORMATION. 2.STANDARDS STANDARDS A.1.REFER TO CODE REFERENCES IN THIS SHEET FOR THE STANDARDS THAT REFER TO CODE REFERENCES IN THIS SHEET FOR THE STANDARDS THAT FORM A PART OF THIS SHEET SPECIFICATION. A.2.ELECTRICAL EQUIPMENT SHALL BE UL LISTED TO U.S. STANDARDS. ELECTRICAL EQUIPMENT SHALL BE UL LISTED TO U.S. STANDARDS. 3.CERTIFICATIONS CERTIFICATIONS A.ONE WEEK PRIOR TO THE FINAL INSPECTION, DELIVER TO THE ENGINEER IN ONE WEEK PRIOR TO THE FINAL INSPECTION, DELIVER TO THE ENGINEER IN ELECTRONIC PDF FORMAT, THE FOLLOWING: A.1.CERTIFICATION FROM CONTRACTOR THAT ALL EQUIPMENT AND SYSTEMS CERTIFICATION FROM CONTRACTOR THAT ALL EQUIPMENT AND SYSTEMS HAVE BEEN PROPERLY INSTALLED, ADJUSTED AND TESTED. THIS IS ESPECIALLY PRUDENT TO SUMP PUMP CONTROLS. 4.PROJECT RECORD DRAWINGS PROJECT RECORD DRAWINGS A.PREPARE AND MAINTAIN ON SITE IN CURRENT STATUS RECORD DRAWINGS WITH PREPARE AND MAINTAIN ON SITE IN CURRENT STATUS RECORD DRAWINGS WITH BRANCH CIRCUIT LOADS SCHEDULED ON PANEL DIRECTORIES FOR WORK INSTALLED UNDER THIS CONTRACT. B.THE ELECTRICAL CONTRACTOR SHALL NOT USE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACTOR SHALL NOT USE THE CONTRACT DOCUMENTS FOR "AS-BUILT" DRAWINGS. 5.WARRANTY WARRANTY A.ELECTRICAL WORK SHALL BE WARRANTED FOR BOTH MATERIALS AND LABOR ELECTRICAL WORK SHALL BE WARRANTED FOR BOTH MATERIALS AND LABOR FOR ONE YEAR FROM THE DATE OF EXECUTION OF CERTIFICATE OF SUBSTANTIAL COMPLETION. 6.JOB CONDITIONS JOB CONDITIONS A.EXISTING SYSTEMS SHOWN ARE BASED ON CURSORY VISUAL INSPECTION, BUT EXISTING SYSTEMS SHOWN ARE BASED ON CURSORY VISUAL INSPECTION, BUT THEY MAY NOT REFLECT THE ACTUAL CONDITIONS IN EVERY CASE. THE CONTRACTOR SHALL THOROUGHLY INSPECT THE SITE AND DETERMINE THE FULL EXTENT OF WORK BEFORE SUBMITTING HIS PROPOSAL. A.1.NO EXTRA CHARGES SHALL BE ACCEPTED BY THE OWNER FOR WORK NO EXTRA CHARGES SHALL BE ACCEPTED BY THE OWNER FOR WORK THAT HAS TO BE PERFORMED DUE TO THE CONTRACTOR'S NEGLIGENCE TO VERIFY THE EXISTING CONDITIONS. A.2.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR SO THAT THIS CONSTRUCTION IS IN COMPLIANCE WITH THE APPLICABLE BUILDING CODES. A.3.THE ELECTRICAL CONTRACTOR'S ACCEPTANCE OF THE CONTRACT SHALL THE ELECTRICAL CONTRACTOR'S ACCEPTANCE OF THE CONTRACT SHALL CONFIRM THE ELECTRICAL CONTRACTOR'S ACKNOWLEDGMENT AND ACCEPTANCE OF THE EXISTING CONDITIONS AND ALTERNATIONS REQUIRED AND STATED IN ITEM 6.A.1) AND 2) ABOVE. 7.MATERIALS AND EQUIPMENT MATERIALS AND EQUIPMENT A.ELECTRICAL EQUIPMENT SHALL BE UL LISTED TO U.S. STANDARDS. ELECTRICAL EQUIPMENT SHALL BE UL LISTED TO U.S. STANDARDS. B.WITH THE APPROVAL OF THE ENGINEER AND WITHOUT ADDITIONAL COST TO WITH THE APPROVAL OF THE ENGINEER AND WITHOUT ADDITIONAL COST TO THE OWNER, MAKE MINOR MODIFICATIONS IN THE WORK AS REQUIRED BY INTERFERENCE'S AND WORK OF OTHER TRADES. C.REFER TO ALL CONTRACT DOCUMENTS FOR DETAILS, ELEVATIONS, AND LARGE REFER TO ALL CONTRACT DOCUMENTS FOR DETAILS, ELEVATIONS, AND LARGE SCALE DRAWINGS FOR CIVIL WORK. 8.INSTALLATION OF WORK INSTALLATION OF WORK A.EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS SHALL BE DETERMINED AT THE SITE AND SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. B.CHECK DRAWING OF OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL CHECK DRAWING OF OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED. FURNISH OTHER TRADES ADVANCE INFORMATION ON LOCATIONS AND SIZES OF FRAMES, BOXES, SLEEVES AND OPENINGS NEEDED FOR THE WORK. 9.CUTTING AND PATCHING CUTTING AND PATCHING A.PROVIDE DRILLING, CUTTING, FITTING AND PATCHING NECESSARY FOR THE PROVIDE DRILLING, CUTTING, FITTING AND PATCHING NECESSARY FOR THE INSTALLATION OF CONDUITS, WIRE WAYS AND OTHER ELECTRICAL EQUIPMENT, AND PROVIDE SUPPORTS FOR BRACING AND ANCHORAGE OF WORK. NO CUTTING OF STRUCTURAL WORK OR FIREPROOFING SHALL BE DONE WITHOUT THE WRITTEN CONSENT OF THE OWNER. 10.NONMETALLIC CONDUITS AND FITTINGS NONMETALLIC CONDUITS AND FITTINGS A.ALL UNDERGROUND CONDUIT, SHALL BE PVC SCHEDULE 40. ALL EMPTY ALL UNDERGROUND CONDUIT, SHALL BE PVC SCHEDULE 40. ALL EMPTY CONDUITS SHALL HAVE NYLON PULLING STRING. B.NONMETALLIC COUPLING AND CONNECTORS SHALL BE MATCH TO CONDUIT TYPE NONMETALLIC COUPLING AND CONNECTORS SHALL BE MATCH TO CONDUIT TYPE AND MATERIAL FITTINGS. 11.BUSHINGS BUSHINGS A.BUSHINGS FOR CONDUITS SHALL BE MALLEABLE IRON BODY, WITH INSULATING BUSHINGS FOR CONDUITS SHALL BE MALLEABLE IRON BODY, WITH INSULATING MATERIAL LOCKED IN PLACE. 12.WIRE AND CABLE 600 VOLTS WIRE AND CABLE 600 VOLTS A.WIRE NO. 10 AND SMALLER SHALL BE SOLID. WIRE NO. 10 AND SMALLER SHALL BE SOLID. B.WIRE NO. 8 AND LARGER SHALL BE STRANDED. WIRE NO. 8 AND LARGER SHALL BE STRANDED. 13.HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING A.POLYMER-CONCRETE HANDHOLES AND BOXES WITH POLYMER-CONCRETE POLYMER-CONCRETE HANDHOLES AND BOXES WITH POLYMER-CONCRETE COVER: MOLDED OF SAND AND AGGREGATE, BOUND TOGETHER WITH POLYMER RESIN, AND REINFORCED WITH STEEL, FIBERGLASS, OR A COMBINATION OF THE TWO. B.FIBERGLASS HANDHOLES AND BOXES: MOLDED OF FIBERGLASS-REINFORCED FIBERGLASS HANDHOLES AND BOXES: MOLDED OF FIBERGLASS-REINFORCED POLYESTER RESIN, WITH FRAME AND COVERS OF POLYMER-CONCRETE. 14.IDENTIFICATION OF ELECTRICAL ITEMS IDENTIFICATION OF ELECTRICAL ITEMS A.PROVIDE PERMANENT IDENTIFICATION MARKINGS AND NAMEPLATES FOR WIRING PROVIDE PERMANENT IDENTIFICATION MARKINGS AND NAMEPLATES FOR WIRING AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, WITH THE SAME INSCRIPTIONS AS SHOWN ON THE DRAWINGS, OR AS DIRECTED, CLEARLY AND NEATLY APPLIED ENGRAVED PLASTIC LAMINATE, WHITE WITH BLACK CORE, 1-1/4" X 3" MINIMUM. B.PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN PANELS AND PROVIDE PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN PANELS AND PROVIDE PANEL IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THE INSIDE OF THE DOOR. INCLUDE THE ITEMS SERVED ON THE CARDS. 15.TESTING TESTING A.POLARITY: POLARITY: A.1.A VERIFICATION OF POLARITY SHALL BE MADE, AND IT SHALL BE ENSURED A VERIFICATION OF POLARITY SHALL BE MADE, AND IT SHALL BE ENSURED THAT ALL FUSES, CIRCUIT BREAKERS, AND CONTROL DEVICES ARE CONNECTED IN THE LINE SIDE (HOT) CONDUCTORS ONLY. B.GROUND CONTINUITY TEST: GROUND CONTINUITY TEST: B.1.A GROUND CONTINUITY TEST SHALL BE MADE BETWEEN MAIN GROUND A GROUND CONTINUITY TEST SHALL BE MADE BETWEEN MAIN GROUND SYSTEM AND EQUIPMENT FRAME, AND SYSTEM NEUTRAL A MINIMUM OF TEN AMPS D.C. SHALL BE USED BETWEEN GROUND REFERENCES AND EACH GROUND POINT TESTED. C.PHASE BALANCING: PHASE BALANCING: C.1.ALL FEEDERS AND BRANCH CIRCUITS LOADS SHALL BE DISTRIBUTED ALL FEEDERS AND BRANCH CIRCUITS LOADS SHALL BE DISTRIBUTED EQUALLY ON ALL PHASES. D.DOCUMENTATION: DOCUMENTATION: D.1.SUBMIT CERTIFIED RECORDS OF ALL TESTS, IN TABULATED PERMANENT, SUBMIT CERTIFIED RECORDS OF ALL TESTS, IN TABULATED PERMANENT, REPRODUCIBLE FORM, COMPLETELY INDEXED AND EXPLAINED, INDICATING THE SPECIFIC TEST PERFORMED, AND RESULTS OBTAINED. 16.GENERAL REQUIREMENTS GENERAL REQUIREMENTS A.NOTIFY THE OWNER AND ENGINEER IN WRITING OF ANY DISCREPANCIES NOTIFY THE OWNER AND ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE NEW WORK. LACK OF NOTIFICATIONS SHALL INDICATE THAT NO DISCREPANCIES OR CONFLICTS EXIST. B.CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES AND AVOID CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES AND AVOID CONFLICTS AND DELAYS. C.CONTRACTOR SHALL OBTAIN ALL PERMITS TO PERFORM HIS WORK. PREPARE CONTRACTOR SHALL OBTAIN ALL PERMITS TO PERFORM HIS WORK. PREPARE AND SUBMIT TO THE AUTHORITIES ANY AND ALL DATA, DRAWINGS AND DETAILS REQUIRED FOR APPROVAL BEFORE COMMENCING THE INSTALLATION. 17.SAFETY SAFETY A.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS INCLUDING THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS INCLUDING ALL SAFETY REQUIREMENTS ON THE PROJECT SITE AND SHALL COORDINATE ALL WORK ACTIVITIES WITH THE CONSTRUCTION MANAGER AND ENGINEER. 18.QUALITY ASSURANCE QUALITY ASSURANCE A.WHERE REGULATIONS OF ELECTRIC UTILITY AND TECHNOLOGY COMPANIES WHERE REGULATIONS OF ELECTRIC UTILITY AND TECHNOLOGY COMPANIES APPLY, CONFORMANCE WITH THEIR REGULATIONS IS MANDATORY AND ANY COSTS INVOLVED SHALL BE INCLUDED IN THE CONTRACT. B.ARRANGE FOR AND PAY ALL APPLICABLE FEES FOR TEST AND INSPECTIONS ARRANGE FOR AND PAY ALL APPLICABLE FEES FOR TEST AND INSPECTIONS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. 19.MISCELLANEOUS MISCELLANEOUS A.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ENGINEER DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THESE INSTRUMENTS OF SERVICE BEYOND REASONABLE DILIGENCE INVOLVING LIMITED OBSERVATION AND ACCESS. IF THE CONTRACTOR BELIEVES THERE ARE ANY MISTAKES OR OMISSIONS IN THESE DOCUMENTS THE ENGINEER SHALL BE PROMPTLY NOTIFIED IN WRITING SO THAT THE ENGINEER SHALL HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS ARE NECESSARY TO RESOLVE THE ISSUES. B.FAILURE TO PROMPTLY NOTIFY THE ENGINEER OF SUCH CONDITIONS SHALL FAILURE TO PROMPTLY NOTIFY THE ENGINEER OF SUCH CONDITIONS SHALL ABSOLVE THE ENGINEER FROM RESPONSIBILITY FOR ANY CONSEQUENCES OF SUCH FAILURE. ACTIONS TAKEN WITHOUT KNOWLEDGE OR CONSENT OF THE ENGINEER OR IN CONTRADICTION TO RECOMMENDATIONS OR DELIVERABLES SHALL BE THE SOLE RESPONSIBILITY OF THE PARTIES TAKING SUCH ACTIONS. C.IF THE CONTRACTOR IS REQUIRED TO PROVIDE AS-BUILT DRAWINGS FOR THIS IF THE CONTRACTOR IS REQUIRED TO PROVIDE AS-BUILT DRAWINGS FOR THIS PROJECT, ELECTRONIC COPIES OF THE ENGINEERS WORK MAY BE PURCHASED AT A COST OF $200 PER DRAWING. TELEPHONE REQUEST FOR DRAWINGS AND A FORM WILL BE FAXED FOR CONTRACTOR'S USE TO ORDER DRAWINGS. UPON RECEIPT OF CHECK OR MONEY ORDER MADE PAYABLE TO PATRICK ENGINEERING, INC., THE DRAWINGS WILL BE E-MAILED. 20.ENGINEER'S STANDARD OF CARE ENGINEER'S STANDARD OF CARE A.PATRICK ENGINEERING INC. (PEI) HAS PREPARED THESE DOCUMENTS TO A PATRICK ENGINEERING INC. (PEI) HAS PREPARED THESE DOCUMENTS TO A PROFESSIONAL STANDARD OF CARE. ERRORS, OMISSIONS, OR DISCREPANCIES FOUND WITHIN THESE DELIVERABLES, BETWEEN PEI'S DELIVERABLES AND EXISTING CONDITIONS, OR BETWEEN PEI AND OTHER CONSULTANTS' DELIVERABLES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF PEI SO THAT PEI HAS AN OPPORTUNITY TO ADDRESS AND RESOLVE SUCH ERRORS, OMISSIONS, OR DISCREPANCIES. B.ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND CONSENT OF PEI OR IN ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND CONSENT OF PEI OR IN CONTRADICTION TO PEI'S DELIVERABLES OR RECOMMENDATIONS SHALL BE AT THE RISK OF THE PARTY (OWNER, CONTRACTOR, OR OTHER) TAKING SUCH ACTION. NOTE: UNLESS SPECIFIED DIFFERENTLY IN THE CONTRACT DOCUMENTS: THIS CONTRACTOR SHALL SUBMIT ALL QUESTIONS IN WRITING TO THE ATTENTION OF THE CONSTRUCTION MANAGER & ENGINEER.
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DESCRIPTION
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EXISTING SWITCHBOARD TO BE DEMOLISHED. CONFIGURATION AS INDICATED ON THE DESIGN DRAWINGS.
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PRECAST HANDHOLE. POLYMER CONCRETE FRAME WITH MOUSEHOLES. BOLTED NON-SKID COVER RATED FOR 8,000 LBS. DESIGN LOAD NON-DELIBERATE VEHICULAR TRAFFIC. UNIT IN LANDSCAPED AREAS SHALL BE GREEN IN COLOR.
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HUBBELL QUAZITE SERIES ARMORCAST JENSEN PRECAST SPECIFICATIONS AS INDICATED ON THE DESIGN DRAWINGS. SEE DETAIL 1 ON THIS DWG.
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MANUFACTURERS:
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APPROVED
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EXISTING
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EXISTING PANELBOARD TO REMAIN. CONFIGURATION AS INDICATED ON THE DESIGN DRAWINGS.
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EXISTING
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GENERAL NOTES: 1.CONTRACTOR TO PROVIDE HANDHOLE CONTRACTOR TO PROVIDE HANDHOLE LOGO TO INDICATE "ELECTRICAL".
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EHH-1
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15 3/4"
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25 1/4"
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26"
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APPROX.
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PG&E CODE NO.
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DESCRIPTION
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WT- LBS
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13"x24"x26"
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04-0935
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BOX AND COVER ASSEMBLY
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202
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13"x24"x26"
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04-0920
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BOX ONLY
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168
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13"x24"x3"
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04-0241
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3" EXTENSIONS
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39
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04-3716
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LID ONLY
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34
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1/2"x4" PULL SLOT WITH 3/16" CENTER PIN 2 TOTAL
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CONCRETE KEY ONE EACH SIDE WALL 2 TOTAL
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1/2"-13 UNC S.S. LIFTING INSERT ONE EACH ENDWALL 2 TOTAL
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4 3/4"x4 3/4" KNOCKOUTS 2 EACH SIDEWALL 1 EACH ENDWALL 6 TOTAL
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NOMINAL DIMENSIONS
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DESIGN LOAD: STATIC DESIGN LOAD OF 8000 LBS. OVER A 10"X10" AREA.
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13x24x26 NON-CONCRETE HANDHOLE
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%%UELECTRICAL HAND HOLE DETAIL (EHH-1)
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1
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E1.01
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SCALE: NONE
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POLYMER CONCRETE FRAME "FRP" AND NON-SKID COVER FOR STRENGTH. FIBERGLASS REINFORCED BODY FOR LIGHT WEIGHT. FLARED AT BASE TO PROVIDE ADDITIONAL WORK SPACE. MEETS ALL REQUIREMENTS OF W.U.C..
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GROUND CONNECTION
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CIRCUIT BREAKER
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EXISTING TO REMAIN EXISTING UNDERGROUND ELECTRICAL EXISTING TO BE REMOVED NEW UNDERGROUND ELECTRICAL NEW ELECTRICAL
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EXISTING
T
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
ELECTRICAL SITE PLAN
E2.01
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PEI30
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PEI31
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PEI10
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T
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PEI31
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SA
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UT
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EXISTING LISLE ASSESSOR'S OFFICE BLDG. TO BE DEMOLISHED
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EXISTING LISLE TOWNSHIP HIGHWAY BLDG. TO REMAIN
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EXISTING 200A PANEL TO REMAIN. MODIFY TO SERVICE ENTRANCE. INSTALL UTILITY METER.
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NEW EHH-1 AT INTERCEPTION POINT FOR NEW CONDUIT.
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EHH-1
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EXISTING COMED XFMR T79009
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GENERAL NOTES: 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE ANY UNDERGROUND ELECTRICAL INSTALLATION. COORDINATE NEW ELECTRICAL DUCTS DEPTHS WITH EXISTING UTILITIES. 2.CONTRACTOR TO INTERFACE WITH COMED AND LISLE CONTRACTOR TO INTERFACE WITH COMED AND LISLE TOWNSHIP TO DETERMINE SAFE WORK REQUIREMENTS AND/OR DE-ENERGIZE THE EXISTING COMED XFMR T79009. 3.SEE DRAWINGS E1.01 AND E3.01 FOR ADDITIONAL SEE DRAWINGS E1.01 AND E3.01 FOR ADDITIONAL NOTES AND INFORMATION.
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%%UELECTRICAL SITE PLAN
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SCALE: 1" = 10'
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DRAFT
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21753.040
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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VK
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AG
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SAS
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HEF
TAG NOTES
ASSESSOR'S OFFICE BUILDING
4970 Varsity DriveLisle, IL 60532TEL. (630) 795-7200FAX (630) 724-1681www.patrickco.com
I S S U E S & R E V I S I O N S
4711 INDIANA AVENUE
LISLE TOWNSHIP
LISLE, IL 60532
ELECTRICAL DEMO AND
NEW RISER DIAGRAMS
E3.01
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EXIST. COMED XFMR T79009
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400A 120/208V 3 , 4WC/T
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%%UMDP
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PANEL
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LP-1
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24 CKT
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100A
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120/208V
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PANEL
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LP-2
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100A
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M
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400A MAIN
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%%UELECTRICAL DEMOLITION RISER DIAGRAM
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E3.01
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ELECTRICAL ROOM
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EXISTING LISLE ASSESSOR'S OFFICE BLDG. TO BE DEMOLISHED
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EXISTING LISLE TOWNSHIP HIGHWAY BLDG. TO REMAIN
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42 CKTS
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200A MCB
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EXISTING LISLE TOWNSHIP HIGHWAY BLDG. TO REMAIN
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42 CKTS
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200A MCB
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120/208V
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NEW CABLE TERMINATION TO EXISTING UTILITY TRANSFORMER.
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MAIN CB
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N
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G
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A
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B
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C
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M
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WATER METER
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EXISTING PAD MOUNTED UTILITY TRANSFORMER.
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M
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NEW OR RELOCATED WALL MOUNTED CT METERING. PROVIDE GROUNDING PER UTILITY SPECIFICATIONS
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NEW 13"x24"x26"D ELECTRIC HANDHOLE (EHH-1)
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INTERCEPTION POINT FOR NEW CONDUIT
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NEW OR RELOCATED METER BY EC PER UTILITY REQUIREMENTS.
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M
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%%uGROUNDING & BONDING DETAIL
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3
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E3.01
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SCALE: NONE
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EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED
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PRI-HV
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SEC-LV
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EXISTING 200A PANEL TO REMAIN.
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EXISTING 200A PANEL TO BE MODIFIED TO SERVICE ENTRANCE.
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EXIST. COMED XFMR T79009
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PRI-HV
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SEC-LV
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PROVIDE A NEW 13"x24"x26"D ELECTRICAL HAND HOLE (EHH-1) TO INTERCEPT EXISTING CONDUIT. INSTALL A NEW 3" SCH. 40 PVC CONDUIT FROM EHH-1 TO EXISTING COMED XFMR. PROVIDE COUPLINGS TO TRANSITION FROM PVC TO RGS BEFORE PENETRATING XFMR PAD.
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RUN GROUNDING ELECTRODE CONDUCTOR FROM GROUNDED NEUTRAL TERMINAL TO GROUNDING ELECTRODES THAT ARE PRESENT AT THE BUILDING (METAL SUPPORT STRUCTURE, METAL WATER PIPE, GROUND ROD) TO FORM A COMMON GFROUNDING ELECTRODE SYSTEM PER NEC 250.50. PROVIDE NEW GROUNDING ELECTRODES AS REQUIRED TO COMPLY WITH NEC.
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1
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2
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3
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PROVIDE NEW #2 CU MAIN BONDING JUMPER TO BOND NEUTRAL TERMINAL IN EXISTING 200A PANEL TO GROUNDING BAR. CONVERT TO SERVICE ENTRANCE PANEL.
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PROVIDE NEW (4) #4/0 CU & (1) #2 CU GND CABLES FROM EXISTING 200A PANEL IN HIGHWAY BUILDING TO EXISTING COMED XFMR. FURNISH LUGS AND MAKE FINAL CONNECTION TO PANEL. COMED TO FURNISH LUGS AND MAKE FINAL CONNECTION TO COMED EQUIPMENT.
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5
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RELOCATE EXISTING ASSESSOR'S BUILDING COMED METER OR PROVIDE A NEW METER PER COMED REQUIREMENTS. COMED TO CONNECT. CONTACT COMED ACCOUNT REPRESENTATIVE.
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EXISTING 200A PANEL CONVERTED TO SERVICE ENTRANCE PANEL.
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2
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2
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1
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4
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3
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5
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4
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Approved:
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Drawn:
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Designed:
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Sheet Title:
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Project:
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Sheet No:
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Start Date:
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Proj. No:
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DRAFT
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21753.040
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Checked:
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Rev. No.
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Date
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Description
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-
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7/11/19
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ISSUED FOR CONSTRUCTION
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THE INFORMATION CONTAINED ON THESE DRAWINGS IS FOR USE ON THIS PROJECT ONLY
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Owner/Client:
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ISSUED FOR CONSTRUCTION 07/11/2019
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VK
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AG
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SAS
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HEF
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-
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GENERAL NOTES: 1.SEE DRAWINGS E1.01 AND E2.01 FOR ADDITIONAL SEE DRAWINGS E1.01 AND E2.01 FOR ADDITIONAL NOTES AND INFORMATION.