city of south lyon · 2020-05-11 · oakland county, michigan mayor city manager council members :...
TRANSCRIPT
Oakland County, Michigan
MayorCouncil Members :City Manager
City Clerk - Treasurer
DPW DirectorWater and Wastewater
Department
WATER TREATMENT PLANTPHASE 1 IMPROVEMENTS
City of South LyonN
PREPARED BY:
555 HULET DRIVEBLOOMFIELD HILLS, MI.
P.O. BOX 82448303 - 0824
HRC JOB NO. 20180233
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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STANFORD AVE.
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UNIVERSITY AVE.
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HAGADORN ST.
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DOROTHY ST.
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN ST.
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DOROTHY ST.
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LAFAYETTE (PONTIAC TRAIL)
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DETROIT ST.
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LAFAYETTE (PONTIAC TRAIL)
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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McHATTIE ST.
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LENOX ST.
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WARREN AVE.
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WARREN AVE.
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WHIPPLE BLVD.
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2nd BLVD.
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CALKINS
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GIBSON
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CHESTER ST.
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CHESTER CT.
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WOODLAND
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HAGADORN CT.
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NORTH RIDGE RD.
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CENTER RIDGE RD.
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HAGADORN RD.
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CREST LN. N.
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CREST LN. W.
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CREST LN. E.
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ORCHARD RIDGE
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LAKE RD. (TEN MILE)
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WOODLAND
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SOUTH RIDGE AVE.
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DIXBORO
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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LAFAYETTE (PONTIAC TRAIL)
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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PARKVIEW DR.
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FAIRFIELD CT.
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OAK CREEK DR.
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E. CREEK DR.
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GARFIELD DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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NINE MILE RD.
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PRINCETON
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SOUTH ST.
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MILL ST.
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LIBERTY ST.
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COLUMBIA DR.
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EASTON DR.
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TOWNSEND DR.
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EASTON DR.
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TEN MILE RD.
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ASPEN WAY
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OAKBROOKE
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MARTINDALE
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EAGLE WAY (PVT.)
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EAGLE WAY (PVT.)
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WELLINGTON DR.
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WELLINGTON DR.
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WINCHESTER DR.
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MAYFAIR DR.
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WELLINGTON DR.
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HEARTHSIDE DR.
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NORCHESTER DR.
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COVINGTON RD.
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GRAND CT. (PVT.)
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KESTREL CT. (PVT.)
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MILL
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LYON BLVD.
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LYON CT.
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LYON CT.
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LYON BLVD.
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ABEL ST.
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REESE AVE.
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DONOVAN ST.
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LOTTIE ST.
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C. & O. R/R
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C. & O. R/R
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C. & O. R/R
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C. & O. R/R
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MARTINDALE
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PONTIAC TRAIL
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PONTIAC TRAIL
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PONTIAC TRAIL
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LAKEWOOD DR.
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FOREST DR.
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SEQUOIA DR.
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FRANKLIN TERRACE
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HERITAGE BLVD.
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NORTHHAMPTON CT.
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RALEIGH CT.
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LEXINGTON DR.
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ARLINGTON CR.
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ARLINGTON CR.
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ALEXANDRIA CT.
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VALLEY FORGE DR.
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WILLIAMSBURG DR.
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JEFFERSON ST.
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JEFFERSON ST.
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YORKTOWN DR.
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TICONDEROGA DR.
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ADAMS DR.
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HERITAGE CT.
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HERITAGE BLVD.
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HERITAGE BLVD.
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LEXINGTON DR.
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POTOMAC DR.
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POTOMAC CT.
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GREENWOOD DR.
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STONEY CT.
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EAGLE HEIGHTS DR.
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FOX CT.
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BRICK LN.
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STONEY DR.
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HEIGHTS CT.
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PEPPER DR.
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EAGLE HEIGHTS DR.
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MARTINDALE
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ELEVEN MILE RD.
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G.T.W. R/R (ABANDONED)
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G.T.W. R/R (ABANDONED)
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RAIL TRAIL
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RAIL TRAIL
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RAIL TRAIL
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ELEVEN MILE RD.
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DIXBORO
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COLT DR.
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COLT DR.
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ARABIAN CT.
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EQUESTRAIN DR.
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CORRAL LN.
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POLO DR.
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POLO DR.
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EQUESTRAIN DR.
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HORSESHOE DR.
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S. LYON WOODS DR.
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PETIBONE
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GODFREY
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TALON CT.
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NO SCALE
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PAUL ZELENAK
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DANIEL PELCHAT
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LISA DEATON
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MARGARET KURTZWEIL
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DOUGLAS VARNEY
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STEPHEN KENNEDY
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ROSE WALTON
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CARL RICHARDS
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LISA DILG
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PROJECT LOCATION
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SOUTH LYON
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%%USHEET INDEX
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COVER SHEET 1 1 PROJECT NOTES AND LEGEND G-1 G-1 EXISTING SITE PLAN & REMOVALS C-1 C-1 PROPOSED SITE PLAN C-2 C-2 PROPOSED WATER MAIN PROFILE C-3 C-3 PROPOSED 12" WATER MAIN PLAN AND PROFILE C-4 C-4 PROPOSED 600,000 GAL WATER TANK PLANS AND SECTION S-1 S-1 PROPOSED 600,000 GAL WATER TANK DETAILS AND NOTES S-2 S-2 EXISTING 1 M GALLON TANK REPAIR PLAN, SECTION AND DETAILS S-3 S-3 PROPOSED VALVE VAULT PLAN, SECTION AND DETAILS S-4 S-4 PROJECT NOTES S-5 S-5 PROPOSED PROCESS VAULT SECTIONS P-1 P-1 PROPOSED PROCESS TANK PLAN & SECTION P-2 P-2 PROJECT DETAILS P-3 P-3 PROCESS FLOW DIAGRAM F-1 F-1 PROCESS FLOW DIAGRAM F-2 F-2 STANDARD DETAILS SD-1 SD-1 ELECTRICAL SITE PLAN E-1 E-1 BUILDING POWER PLAN, ELEVATION, & SCHEDULE E-2 E-2 ELECTRICAL DETAILS E-3 E-3 SCADA SYSTEM MODIFICATIONS E-4 E-4
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GLENN KIVELL
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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1
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SHEET No.
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V:\201802\20180233\00CoverSheet.dwg
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Paredes Eduardo
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5/7/2020 9:00 AM
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HRC_OLW.ctb
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
·
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:04 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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E
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W
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H
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I
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T
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R
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D
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GODFREY
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ST.
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STRYKER ST.
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S
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E
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S
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X
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROJECT NOTES
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AND LEGEND
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N.T.S.
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G-1
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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ALL PAVING OPERATIONS SHALL BE COMPLETED IN PAVING OPERATIONS SHALL BE COMPLETED IN PAVING OPERATIONS SHALL BE COMPLETED IN OPERATIONS SHALL BE COMPLETED IN OPERATIONS SHALL BE COMPLETED IN SHALL BE COMPLETED IN SHALL BE COMPLETED IN BE COMPLETED IN BE COMPLETED IN COMPLETED IN COMPLETED IN IN IN ACCORDANCE WITH THE SPECIFICATIONS AND AS NOTED ON WITH THE SPECIFICATIONS AND AS NOTED ON WITH THE SPECIFICATIONS AND AS NOTED ON THE SPECIFICATIONS AND AS NOTED ON THE SPECIFICATIONS AND AS NOTED ON SPECIFICATIONS AND AS NOTED ON SPECIFICATIONS AND AS NOTED ON AND AS NOTED ON AND AS NOTED ON AS NOTED ON AS NOTED ON NOTED ON NOTED ON ON ON THE PLANS. BITUMINOUS BOND COAT WILL NOT BE PAID FOR SEPARATELY BOND COAT WILL NOT BE PAID FOR SEPARATELY BOND COAT WILL NOT BE PAID FOR SEPARATELY COAT WILL NOT BE PAID FOR SEPARATELY COAT WILL NOT BE PAID FOR SEPARATELY WILL NOT BE PAID FOR SEPARATELY WILL NOT BE PAID FOR SEPARATELY NOT BE PAID FOR SEPARATELY NOT BE PAID FOR SEPARATELY BE PAID FOR SEPARATELY BE PAID FOR SEPARATELY PAID FOR SEPARATELY PAID FOR SEPARATELY FOR SEPARATELY FOR SEPARATELY SEPARATELY SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF HMA PLACED. THE CONSTRUCTION OF ALL LONGITUDINAL JOINTS IN THE CONSTRUCTION OF ALL LONGITUDINAL JOINTS IN THE CONSTRUCTION OF ALL LONGITUDINAL JOINTS IN THE OF ALL LONGITUDINAL JOINTS IN THE OF ALL LONGITUDINAL JOINTS IN THE ALL LONGITUDINAL JOINTS IN THE ALL LONGITUDINAL JOINTS IN THE LONGITUDINAL JOINTS IN THE LONGITUDINAL JOINTS IN THE JOINTS IN THE JOINTS IN THE IN THE IN THE THE THE BITUMINOUS LEVELING AND WEARING COURSES SHALL BE LEVELING AND WEARING COURSES SHALL BE LEVELING AND WEARING COURSES SHALL BE AND WEARING COURSES SHALL BE AND WEARING COURSES SHALL BE WEARING COURSES SHALL BE WEARING COURSES SHALL BE COURSES SHALL BE COURSES SHALL BE SHALL BE SHALL BE BE BE CONSTRUCTED WITH THE USE OF A JOINT MATCHING SHOE. ANY RANDOM, IRREGULARLY CRACKED NEW CONCRETE CURB RANDOM, IRREGULARLY CRACKED NEW CONCRETE CURB RANDOM, IRREGULARLY CRACKED NEW CONCRETE CURB IRREGULARLY CRACKED NEW CONCRETE CURB IRREGULARLY CRACKED NEW CONCRETE CURB CRACKED NEW CONCRETE CURB CRACKED NEW CONCRETE CURB NEW CONCRETE CURB NEW CONCRETE CURB CONCRETE CURB CONCRETE CURB CURB CURB & GUTTER THAT OCCURS BEFORE THE PAVEMENT IS OPENED GUTTER THAT OCCURS BEFORE THE PAVEMENT IS OPENED GUTTER THAT OCCURS BEFORE THE PAVEMENT IS OPENED THAT OCCURS BEFORE THE PAVEMENT IS OPENED THAT OCCURS BEFORE THE PAVEMENT IS OPENED OCCURS BEFORE THE PAVEMENT IS OPENED OCCURS BEFORE THE PAVEMENT IS OPENED BEFORE THE PAVEMENT IS OPENED BEFORE THE PAVEMENT IS OPENED THE PAVEMENT IS OPENED THE PAVEMENT IS OPENED PAVEMENT IS OPENED PAVEMENT IS OPENED IS OPENED IS OPENED OPENED OPENED TO TRAFFIC SHALL BE REMOVED AND REPLACED PRIOR TO TRAFFIC SHALL BE REMOVED AND REPLACED PRIOR TO TRAFFIC SHALL BE REMOVED AND REPLACED PRIOR TO SHALL BE REMOVED AND REPLACED PRIOR TO SHALL BE REMOVED AND REPLACED PRIOR TO BE REMOVED AND REPLACED PRIOR TO BE REMOVED AND REPLACED PRIOR TO REMOVED AND REPLACED PRIOR TO REMOVED AND REPLACED PRIOR TO AND REPLACED PRIOR TO AND REPLACED PRIOR TO REPLACED PRIOR TO REPLACED PRIOR TO PRIOR TO PRIOR TO TO TO OPENING THE PAVEMENT TO TRAFFIC AT THE SOLE EXPENSE THE PAVEMENT TO TRAFFIC AT THE SOLE EXPENSE THE PAVEMENT TO TRAFFIC AT THE SOLE EXPENSE PAVEMENT TO TRAFFIC AT THE SOLE EXPENSE PAVEMENT TO TRAFFIC AT THE SOLE EXPENSE TO TRAFFIC AT THE SOLE EXPENSE TO TRAFFIC AT THE SOLE EXPENSE TRAFFIC AT THE SOLE EXPENSE TRAFFIC AT THE SOLE EXPENSE AT THE SOLE EXPENSE AT THE SOLE EXPENSE THE SOLE EXPENSE THE SOLE EXPENSE SOLE EXPENSE SOLE EXPENSE EXPENSE EXPENSE OF THE CONTRACTOR. SAWING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS PAVEMENT REMOVAL AS SHOWN ON THE PLANS PAVEMENT REMOVAL AS SHOWN ON THE PLANS REMOVAL AS SHOWN ON THE PLANS REMOVAL AS SHOWN ON THE PLANS AS SHOWN ON THE PLANS AS SHOWN ON THE PLANS SHOWN ON THE PLANS SHOWN ON THE PLANS ON THE PLANS ON THE PLANS THE PLANS THE PLANS PLANS PLANS OR AS DIRECTED BY THE ENGINEER, TO THE DEPTH REQUIRED AS DIRECTED BY THE ENGINEER, TO THE DEPTH REQUIRED AS DIRECTED BY THE ENGINEER, TO THE DEPTH REQUIRED DIRECTED BY THE ENGINEER, TO THE DEPTH REQUIRED DIRECTED BY THE ENGINEER, TO THE DEPTH REQUIRED BY THE ENGINEER, TO THE DEPTH REQUIRED BY THE ENGINEER, TO THE DEPTH REQUIRED THE ENGINEER, TO THE DEPTH REQUIRED THE ENGINEER, TO THE DEPTH REQUIRED ENGINEER, TO THE DEPTH REQUIRED ENGINEER, TO THE DEPTH REQUIRED TO THE DEPTH REQUIRED TO THE DEPTH REQUIRED THE DEPTH REQUIRED THE DEPTH REQUIRED DEPTH REQUIRED DEPTH REQUIRED REQUIRED REQUIRED FOR CLEAN REMOVAL OF PAVEMENTS OR CURBS, SHALL BE CLEAN REMOVAL OF PAVEMENTS OR CURBS, SHALL BE CLEAN REMOVAL OF PAVEMENTS OR CURBS, SHALL BE REMOVAL OF PAVEMENTS OR CURBS, SHALL BE REMOVAL OF PAVEMENTS OR CURBS, SHALL BE OF PAVEMENTS OR CURBS, SHALL BE OF PAVEMENTS OR CURBS, SHALL BE PAVEMENTS OR CURBS, SHALL BE PAVEMENTS OR CURBS, SHALL BE OR CURBS, SHALL BE OR CURBS, SHALL BE CURBS, SHALL BE CURBS, SHALL BE SHALL BE SHALL BE BE BE INCLUDED IN THE ITEM OF "Pavt, Rem" - SYD. SAWING IN THE ITEM OF "Pavt, Rem" - SYD. SAWING IN THE ITEM OF "Pavt, Rem" - SYD. SAWING THE ITEM OF "Pavt, Rem" - SYD. SAWING THE ITEM OF "Pavt, Rem" - SYD. SAWING ITEM OF "Pavt, Rem" - SYD. SAWING ITEM OF "Pavt, Rem" - SYD. SAWING OF "Pavt, Rem" - SYD. SAWING OF "Pavt, Rem" - SYD. SAWING "Pavt, Rem" - SYD. SAWING "Pavt, Rem" - SYD. SAWING Rem" - SYD. SAWING Rem" - SYD. SAWING - SYD. SAWING - SYD. SAWING SYD. SAWING SYD. SAWING SAWING SAWING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, SHALL BE ADEQUATE TO PREVENT SPALLING, SHALL BE ADEQUATE TO PREVENT SPALLING, BE ADEQUATE TO PREVENT SPALLING, BE ADEQUATE TO PREVENT SPALLING, ADEQUATE TO PREVENT SPALLING, ADEQUATE TO PREVENT SPALLING, TO PREVENT SPALLING, TO PREVENT SPALLING, PREVENT SPALLING, PREVENT SPALLING, SPALLING, SPALLING, CHIPPING, OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN TO EXISTING PAVEMENT EDGES LEFT IN TO EXISTING PAVEMENT EDGES LEFT IN EXISTING PAVEMENT EDGES LEFT IN EXISTING PAVEMENT EDGES LEFT IN PAVEMENT EDGES LEFT IN PAVEMENT EDGES LEFT IN EDGES LEFT IN EDGES LEFT IN LEFT IN LEFT IN IN IN PLACE AS DIRECTED BY THE ENGINEER.
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PAVING
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%%UEARTHWORK AND GRADING
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ALL SLOPES SHALL BE FINISHED AS CLASS 'A' SLOPES. SOIL EROSION AND SEDIMENTATION CONTROL: IN ADDITION TO EROSION AND SEDIMENTATION CONTROL: IN ADDITION TO EROSION AND SEDIMENTATION CONTROL: IN ADDITION TO AND SEDIMENTATION CONTROL: IN ADDITION TO AND SEDIMENTATION CONTROL: IN ADDITION TO SEDIMENTATION CONTROL: IN ADDITION TO SEDIMENTATION CONTROL: IN ADDITION TO CONTROL: IN ADDITION TO CONTROL: IN ADDITION TO IN ADDITION TO IN ADDITION TO ADDITION TO ADDITION TO TO TO THE GENERAL SOIL EROSION AND SEDIMENTATION CONTROL GENERAL SOIL EROSION AND SEDIMENTATION CONTROL GENERAL SOIL EROSION AND SEDIMENTATION CONTROL SOIL EROSION AND SEDIMENTATION CONTROL SOIL EROSION AND SEDIMENTATION CONTROL EROSION AND SEDIMENTATION CONTROL EROSION AND SEDIMENTATION CONTROL AND SEDIMENTATION CONTROL AND SEDIMENTATION CONTROL SEDIMENTATION CONTROL SEDIMENTATION CONTROL CONTROL CONTROL REQUIREMENTS IN THE PROPOSAL THE FOLLOWING MEASURES IN THE PROPOSAL THE FOLLOWING MEASURES IN THE PROPOSAL THE FOLLOWING MEASURES THE PROPOSAL THE FOLLOWING MEASURES THE PROPOSAL THE FOLLOWING MEASURES PROPOSAL THE FOLLOWING MEASURES PROPOSAL THE FOLLOWING MEASURES THE FOLLOWING MEASURES THE FOLLOWING MEASURES FOLLOWING MEASURES FOLLOWING MEASURES MEASURES MEASURES SHALL BE INCORPORATED INTO THIS PROJECT: 1. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SHALL CONDUCT HIS OPERATIONS IN SHALL CONDUCT HIS OPERATIONS IN CONDUCT HIS OPERATIONS IN CONDUCT HIS OPERATIONS IN HIS OPERATIONS IN HIS OPERATIONS IN OPERATIONS IN OPERATIONS IN IN IN SUCH A MANNER AS TO MINIMIZE THE AREAS LEFT BARREN A MANNER AS TO MINIMIZE THE AREAS LEFT BARREN A MANNER AS TO MINIMIZE THE AREAS LEFT BARREN MANNER AS TO MINIMIZE THE AREAS LEFT BARREN MANNER AS TO MINIMIZE THE AREAS LEFT BARREN AS TO MINIMIZE THE AREAS LEFT BARREN AS TO MINIMIZE THE AREAS LEFT BARREN TO MINIMIZE THE AREAS LEFT BARREN TO MINIMIZE THE AREAS LEFT BARREN MINIMIZE THE AREAS LEFT BARREN MINIMIZE THE AREAS LEFT BARREN THE AREAS LEFT BARREN THE AREAS LEFT BARREN AREAS LEFT BARREN AREAS LEFT BARREN LEFT BARREN LEFT BARREN BARREN BARREN DURING CONSTRUCTION AND TO DISTURB ONLY THOSE CONSTRUCTION AND TO DISTURB ONLY THOSE CONSTRUCTION AND TO DISTURB ONLY THOSE AND TO DISTURB ONLY THOSE AND TO DISTURB ONLY THOSE TO DISTURB ONLY THOSE TO DISTURB ONLY THOSE DISTURB ONLY THOSE DISTURB ONLY THOSE ONLY THOSE ONLY THOSE THOSE THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF REQUIRED FOR THE CONSTRUCTION OF REQUIRED FOR THE CONSTRUCTION OF FOR THE CONSTRUCTION OF FOR THE CONSTRUCTION OF THE CONSTRUCTION OF THE CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION OF OF OF THE PROJECT. 2. EROSION CONTROL ITEMS (CB INSERTS, SILT FENCE, ETC.) EROSION CONTROL ITEMS (CB INSERTS, SILT FENCE, ETC.) CONTROL ITEMS (CB INSERTS, SILT FENCE, ETC.) CONTROL ITEMS (CB INSERTS, SILT FENCE, ETC.) ITEMS (CB INSERTS, SILT FENCE, ETC.) ITEMS (CB INSERTS, SILT FENCE, ETC.) (CB INSERTS, SILT FENCE, ETC.) (CB INSERTS, SILT FENCE, ETC.) INSERTS, SILT FENCE, ETC.) INSERTS, SILT FENCE, ETC.) SILT FENCE, ETC.) SILT FENCE, ETC.) FENCE, ETC.) FENCE, ETC.) ETC.) ETC.) AS CALLED OUT ON PLAN AND/OR AS DIRECTED BY THE CALLED OUT ON PLAN AND/OR AS DIRECTED BY THE CALLED OUT ON PLAN AND/OR AS DIRECTED BY THE OUT ON PLAN AND/OR AS DIRECTED BY THE OUT ON PLAN AND/OR AS DIRECTED BY THE ON PLAN AND/OR AS DIRECTED BY THE ON PLAN AND/OR AS DIRECTED BY THE PLAN AND/OR AS DIRECTED BY THE PLAN AND/OR AS DIRECTED BY THE AND/OR AS DIRECTED BY THE AND/OR AS DIRECTED BY THE AS DIRECTED BY THE AS DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE ENGINEER SHALL BE INSTALLED AND MAINTAINED ACCORDING SHALL BE INSTALLED AND MAINTAINED ACCORDING SHALL BE INSTALLED AND MAINTAINED ACCORDING BE INSTALLED AND MAINTAINED ACCORDING BE INSTALLED AND MAINTAINED ACCORDING INSTALLED AND MAINTAINED ACCORDING INSTALLED AND MAINTAINED ACCORDING AND MAINTAINED ACCORDING AND MAINTAINED ACCORDING MAINTAINED ACCORDING MAINTAINED ACCORDING ACCORDING ACCORDING TO THE SPECIFICATIONS, AND AND SHALL BE REMOVED THE SPECIFICATIONS, AND AND SHALL BE REMOVED THE SPECIFICATIONS, AND AND SHALL BE REMOVED SPECIFICATIONS, AND AND SHALL BE REMOVED SPECIFICATIONS, AND AND SHALL BE REMOVED AND AND SHALL BE REMOVED AND AND SHALL BE REMOVED AND SHALL BE REMOVED AND SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED WHEN THEY ARE NO LONGER EFFECTIVE AS DETERMINED BY THEY ARE NO LONGER EFFECTIVE AS DETERMINED BY THEY ARE NO LONGER EFFECTIVE AS DETERMINED BY ARE NO LONGER EFFECTIVE AS DETERMINED BY ARE NO LONGER EFFECTIVE AS DETERMINED BY NO LONGER EFFECTIVE AS DETERMINED BY NO LONGER EFFECTIVE AS DETERMINED BY LONGER EFFECTIVE AS DETERMINED BY LONGER EFFECTIVE AS DETERMINED BY EFFECTIVE AS DETERMINED BY EFFECTIVE AS DETERMINED BY AS DETERMINED BY AS DETERMINED BY DETERMINED BY DETERMINED BY BY BY THE ENGINEER. NO SEPARATE PAYMENT SHALL BE ALLOWED ENGINEER. NO SEPARATE PAYMENT SHALL BE ALLOWED ENGINEER. NO SEPARATE PAYMENT SHALL BE ALLOWED NO SEPARATE PAYMENT SHALL BE ALLOWED NO SEPARATE PAYMENT SHALL BE ALLOWED SEPARATE PAYMENT SHALL BE ALLOWED SEPARATE PAYMENT SHALL BE ALLOWED PAYMENT SHALL BE ALLOWED PAYMENT SHALL BE ALLOWED SHALL BE ALLOWED SHALL BE ALLOWED BE ALLOWED BE ALLOWED ALLOWED ALLOWED FOR EITHER MAINTENANCE OR REMOVAL OF THE EROSION EITHER MAINTENANCE OR REMOVAL OF THE EROSION EITHER MAINTENANCE OR REMOVAL OF THE EROSION MAINTENANCE OR REMOVAL OF THE EROSION MAINTENANCE OR REMOVAL OF THE EROSION OR REMOVAL OF THE EROSION OR REMOVAL OF THE EROSION REMOVAL OF THE EROSION REMOVAL OF THE EROSION OF THE EROSION OF THE EROSION THE EROSION THE EROSION EROSION EROSION ONTROL ITEMS. 3. THE CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN THE CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN SHALL REMOVE SEDIMENT COLLECTED IN SHALL REMOVE SEDIMENT COLLECTED IN REMOVE SEDIMENT COLLECTED IN REMOVE SEDIMENT COLLECTED IN SEDIMENT COLLECTED IN SEDIMENT COLLECTED IN COLLECTED IN COLLECTED IN IN IN CULVERTS, SEDIMENT TRAPS, & SUMPS OF ALL DRAINAGE SEDIMENT TRAPS, & SUMPS OF ALL DRAINAGE SEDIMENT TRAPS, & SUMPS OF ALL DRAINAGE TRAPS, & SUMPS OF ALL DRAINAGE TRAPS, & SUMPS OF ALL DRAINAGE & SUMPS OF ALL DRAINAGE & SUMPS OF ALL DRAINAGE SUMPS OF ALL DRAINAGE SUMPS OF ALL DRAINAGE OF ALL DRAINAGE OF ALL DRAINAGE ALL DRAINAGE ALL DRAINAGE DRAINAGE DRAINAGE STRUCTURES. THE ENGINEER WILL INSPECT SUMPS AND THE ENGINEER WILL INSPECT SUMPS AND THE ENGINEER WILL INSPECT SUMPS AND ENGINEER WILL INSPECT SUMPS AND ENGINEER WILL INSPECT SUMPS AND WILL INSPECT SUMPS AND WILL INSPECT SUMPS AND INSPECT SUMPS AND INSPECT SUMPS AND SUMPS AND SUMPS AND AND AND CULVERTS AFTER STORMS AND DIRECT THE CONTRACTOR TO AFTER STORMS AND DIRECT THE CONTRACTOR TO AFTER STORMS AND DIRECT THE CONTRACTOR TO STORMS AND DIRECT THE CONTRACTOR TO STORMS AND DIRECT THE CONTRACTOR TO AND DIRECT THE CONTRACTOR TO AND DIRECT THE CONTRACTOR TO DIRECT THE CONTRACTOR TO DIRECT THE CONTRACTOR TO THE CONTRACTOR TO THE CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO TO TO CLEANOUT SUMPS AND CULVERTS TO PROVIDE FOR. SUMPS AND CULVERTS TO PROVIDE FOR. SUMPS AND CULVERTS TO PROVIDE FOR. AND CULVERTS TO PROVIDE FOR. AND CULVERTS TO PROVIDE FOR. CULVERTS TO PROVIDE FOR. CULVERTS TO PROVIDE FOR. TO PROVIDE FOR. TO PROVIDE FOR. PROVIDE FOR. PROVIDE FOR. FOR. FOR. SEDIMENT COLLECTIONS CLEARING SUMPS AND CULVERTS COLLECTIONS CLEARING SUMPS AND CULVERTS COLLECTIONS CLEARING SUMPS AND CULVERTS CLEARING SUMPS AND CULVERTS CLEARING SUMPS AND CULVERTS SUMPS AND CULVERTS SUMPS AND CULVERTS AND CULVERTS AND CULVERTS CULVERTS CULVERTS FOR SEDIMENTATION CONTROL SHALL NOT BE PAID FOR SEDIMENTATION CONTROL SHALL NOT BE PAID FOR SEDIMENTATION CONTROL SHALL NOT BE PAID FOR CONTROL SHALL NOT BE PAID FOR CONTROL SHALL NOT BE PAID FOR SHALL NOT BE PAID FOR SHALL NOT BE PAID FOR NOT BE PAID FOR NOT BE PAID FOR BE PAID FOR BE PAID FOR PAID FOR PAID FOR FOR FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE BUT SHALL BE INCLUDED IN THE COST OF THE BUT SHALL BE INCLUDED IN THE COST OF THE SHALL BE INCLUDED IN THE COST OF THE SHALL BE INCLUDED IN THE COST OF THE BE INCLUDED IN THE COST OF THE BE INCLUDED IN THE COST OF THE INCLUDED IN THE COST OF THE INCLUDED IN THE COST OF THE IN THE COST OF THE IN THE COST OF THE THE COST OF THE THE COST OF THE COST OF THE COST OF THE OF THE OF THE THE THE RESPECTIVE S.E.S.C. PAY ITEM. 4. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND CONTRACTOR SHALL FOLLOW LOCAL RULES AND CONTRACTOR SHALL FOLLOW LOCAL RULES AND SHALL FOLLOW LOCAL RULES AND SHALL FOLLOW LOCAL RULES AND FOLLOW LOCAL RULES AND FOLLOW LOCAL RULES AND LOCAL RULES AND LOCAL RULES AND RULES AND RULES AND AND AND REGULATIONS FOR SOIL EROSION AND SEDIMENTATION FOR SOIL EROSION AND SEDIMENTATION FOR SOIL EROSION AND SEDIMENTATION SOIL EROSION AND SEDIMENTATION SOIL EROSION AND SEDIMENTATION EROSION AND SEDIMENTATION EROSION AND SEDIMENTATION AND SEDIMENTATION AND SEDIMENTATION SEDIMENTATION SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF FOR ALL MATERIALS THAT ARE DISPOSED OF OFF FOR ALL MATERIALS THAT ARE DISPOSED OF OFF ALL MATERIALS THAT ARE DISPOSED OF OFF ALL MATERIALS THAT ARE DISPOSED OF OFF MATERIALS THAT ARE DISPOSED OF OFF MATERIALS THAT ARE DISPOSED OF OFF THAT ARE DISPOSED OF OFF THAT ARE DISPOSED OF OFF ARE DISPOSED OF OFF ARE DISPOSED OF OFF DISPOSED OF OFF DISPOSED OF OFF OF OFF OF OFF OFF OFF THE PROJECT SITE.
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%%UMISCELLANEOUS
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE SHALL BE RESPONSIBLE FOR ANY DAMAGE SHALL BE RESPONSIBLE FOR ANY DAMAGE BE RESPONSIBLE FOR ANY DAMAGE BE RESPONSIBLE FOR ANY DAMAGE RESPONSIBLE FOR ANY DAMAGE RESPONSIBLE FOR ANY DAMAGE FOR ANY DAMAGE FOR ANY DAMAGE ANY DAMAGE ANY DAMAGE DAMAGE DAMAGE TO THE PROPERTY BEYOND THE SLOPE STAKE LINE, THE PROPERTY BEYOND THE SLOPE STAKE LINE, THE PROPERTY BEYOND THE SLOPE STAKE LINE, PROPERTY BEYOND THE SLOPE STAKE LINE, PROPERTY BEYOND THE SLOPE STAKE LINE, BEYOND THE SLOPE STAKE LINE, BEYOND THE SLOPE STAKE LINE, THE SLOPE STAKE LINE, THE SLOPE STAKE LINE, SLOPE STAKE LINE, SLOPE STAKE LINE, STAKE LINE, STAKE LINE, LINE, LINE, INCLUDING EXISTING LAWN, TREES AND SHRUBBING. WHEN THE FOLLOWING ITEMS OF WORK ARE SPECIFIED ON THE FOLLOWING ITEMS OF WORK ARE SPECIFIED ON THE FOLLOWING ITEMS OF WORK ARE SPECIFIED ON FOLLOWING ITEMS OF WORK ARE SPECIFIED ON FOLLOWING ITEMS OF WORK ARE SPECIFIED ON ITEMS OF WORK ARE SPECIFIED ON ITEMS OF WORK ARE SPECIFIED ON OF WORK ARE SPECIFIED ON OF WORK ARE SPECIFIED ON WORK ARE SPECIFIED ON WORK ARE SPECIFIED ON ARE SPECIFIED ON ARE SPECIFIED ON SPECIFIED ON SPECIFIED ON ON ON THE PLANS OR REQUIRED BY THE ENGINEER IN THE PLANS OR REQUIRED BY THE ENGINEER IN THE PLANS OR REQUIRED BY THE ENGINEER IN THE OR REQUIRED BY THE ENGINEER IN THE OR REQUIRED BY THE ENGINEER IN THE REQUIRED BY THE ENGINEER IN THE REQUIRED BY THE ENGINEER IN THE BY THE ENGINEER IN THE BY THE ENGINEER IN THE THE ENGINEER IN THE THE ENGINEER IN THE ENGINEER IN THE ENGINEER IN THE IN THE IN THE THE THE CONSTRUCTION OF THE PROJECT, THE ITEM WILL NOT BE OF THE PROJECT, THE ITEM WILL NOT BE OF THE PROJECT, THE ITEM WILL NOT BE THE PROJECT, THE ITEM WILL NOT BE THE PROJECT, THE ITEM WILL NOT BE PROJECT, THE ITEM WILL NOT BE PROJECT, THE ITEM WILL NOT BE THE ITEM WILL NOT BE THE ITEM WILL NOT BE ITEM WILL NOT BE ITEM WILL NOT BE WILL NOT BE WILL NOT BE NOT BE NOT BE BE BE PAID FOR SEPARATELY, UNLESS A PAY ITEM FOR THESE FOR SEPARATELY, UNLESS A PAY ITEM FOR THESE FOR SEPARATELY, UNLESS A PAY ITEM FOR THESE SEPARATELY, UNLESS A PAY ITEM FOR THESE SEPARATELY, UNLESS A PAY ITEM FOR THESE UNLESS A PAY ITEM FOR THESE UNLESS A PAY ITEM FOR THESE A PAY ITEM FOR THESE A PAY ITEM FOR THESE PAY ITEM FOR THESE PAY ITEM FOR THESE ITEM FOR THESE ITEM FOR THESE FOR THESE FOR THESE THESE THESE ITEMS IS PROVIDED. HMA BOND COAT SWEEPING PAVEMENT SAWING, FOR PAVEMENT AND CURB REMOVAL CONCRETE ADMIXTURES REMOVING EDGEDRAIN, UNDERDRAIN, FRENCHDRAINS, OR EDGEDRAIN, UNDERDRAIN, FRENCHDRAINS, OR EDGEDRAIN, UNDERDRAIN, FRENCHDRAINS, OR UNDERDRAIN, FRENCHDRAINS, OR UNDERDRAIN, FRENCHDRAINS, OR FRENCHDRAINS, OR FRENCHDRAINS, OR OR OR DRAIN TILE
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L.C.
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D
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R
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T
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L
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CH. BRG.
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P.C.
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P.C.C.
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P.I.
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P.T.
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P.O.C.
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P.R.C.
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P.V.C.
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P.V.I.
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P.V.T.
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P.O.R.
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P.O.E.
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H.C.P.
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M.S.E.
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STM.
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SAN.
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W.M.
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R.O.W.
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T/C
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T.C.
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F.J.
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S.S.L.
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B.M.
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P.O.B.
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C.I.P.
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C.S.B.
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POINT ON CURVE
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DEGREE OF CURVATURE
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RADIUS
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CENTRAL ANGLE
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TANGENT
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ARC LENGTH
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CHORD LENGTH
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POINT OF CURVATURE
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POINT OF COMPOUND CURVATURE
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POINT OF INTERSECTION
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POINT OF TANGENCY
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POINT OF REVERSE CURVATURE
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POINT OF VERTICAL CURVE
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POINT OF VERTICAL INTERSECTION
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POINT OF VERTICAL TANGENCY
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POINT OF ROTATION
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POINT OF ENDING
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HORIZONTAL CONTROL POINT
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BENCH MARK
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MECHANICALLY STABILIZED EMBANKMENT
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STORM SEWER
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SANITARY SEWER
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WATERMAIN
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RIGHT-OF-WAY
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TOP OF CURB
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TOP OF DRAINAGE STRUCTURE COVER
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HYDRANT FROST JACKET ELEVATION
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SLOPE STAKE LINE
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CHORD BEARING (LONG CHORD)
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POINT OF BEGINNING
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COMPACTED IN PLACE
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COMPLETE SAND BACKFILL
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%%UHORIZONTAL CURVES
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%%UVERTICAL CURVES
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%%UGENERAL
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%%uABBREVIATIONS%%u
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G2 CONSULTING GROUP
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(SOIL BORINGS)
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G2
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E/M
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EDGE OF METAL
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EX./EXIST.
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EXISTING
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MACOMB COUNTY PUBLIC WORKS OFFICE
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MCPWO
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WATER MAIN
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DECIDUOUS TREE
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DECIDUOUS SHRUB
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CONIFEROUS TREE
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SANITARY LEAD
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STORM MANHOLE & PIPE END
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RISER & DOWN SPOUT
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PUMP STATION
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FIRE HYDRANT
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UTILITY POLE
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LIGHT POLE
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GUY WIRE ANCHOR
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UNDERGROUND MARKER
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GAS BOX & BLOW OFF
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BENCH MARK SYMBOL
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GAS VALVE / PIPE END
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U.G. CABLE TV
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RIGHT-OF-WAY
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PROPERTY LINE
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ABANDON & REMOVAL SYMBOLS
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MH
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CB
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INL
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0
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0
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0
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0
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ST
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SA
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A
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R
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ES
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%%UITEM
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%%UEXISTING
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%%USYMBOL
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REMOVE CURB & GUTTER
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SOIL BORING/PAVEMENT CORE
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BUILDING
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TRAVERSE LINE & TRAVERSE POINT
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WATER STOP BOX & SPRINKLER HEAD
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METER PIT
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U.G. TELEPHONE
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GAS MAIN
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STORM SEWER > 36"
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SANITARY SEWER
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UNSPECIFIED MANHOLE
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GATE VALVE, GATE WELL & WELL
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MANHOLE, CATCH BASIN, INLET, & END SECTION SYMBOLS
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U.G. ELECTRIC
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CONIFEROUS SHRUB
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U.G. ELEC. & TELE.
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%%UPROPOSED
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%%uLEGEND%%u
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FENCE
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SLOPE STAKE LINE
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DRAINAGE EASEMENT
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TEMPORARY GRADING PERMIT
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SQUARE/ROUND CATCHBASINS & INLETS IN PAVEMENT
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EX. 42" STM. SWR.
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EX. 12" SAN. SWR.
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EX. 12" D.I. W.M.
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EX. 6" S-MP GAS MAIN
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COMBINED PROPERTY
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EX. 12" CMP
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RELOCATE BY OTHERS
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ADJUSTMENT
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RELOCATE
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ADJ
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REL
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REL B/O
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BRICK PAVERS
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GRAVEL SURFACE
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HMA SURFACE
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CONCRETE SURFACE
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STORM SEWER < 36"
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SIDEWALK
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DETECTABLE WARNING PLATE
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UTILITY CROSSING
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%%UGENERAL
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THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SHALL BE CONSTRUCTED IN ACCORDANCE WITH SHALL BE CONSTRUCTED IN ACCORDANCE WITH BE CONSTRUCTED IN ACCORDANCE WITH BE CONSTRUCTED IN ACCORDANCE WITH CONSTRUCTED IN ACCORDANCE WITH CONSTRUCTED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THE M.D.O.T. 2012 STANDARD SPECIFICATIONS FOR M.D.O.T. 2012 STANDARD SPECIFICATIONS FOR M.D.O.T. 2012 STANDARD SPECIFICATIONS FOR 2012 STANDARD SPECIFICATIONS FOR 2012 STANDARD SPECIFICATIONS FOR 2012 STANDARD SPECIFICATIONS FOR STANDARD SPECIFICATIONS FOR STANDARD SPECIFICATIONS FOR SPECIFICATIONS FOR SPECIFICATIONS FOR FOR FOR CONSTRUCTION EXCEPT AS NOTED HEREIN AND IN THE EXCEPT AS NOTED HEREIN AND IN THE EXCEPT AS NOTED HEREIN AND IN THE AS NOTED HEREIN AND IN THE AS NOTED HEREIN AND IN THE NOTED HEREIN AND IN THE NOTED HEREIN AND IN THE HEREIN AND IN THE HEREIN AND IN THE AND IN THE AND IN THE IN THE IN THE IN THE THE THE PROPOSAL BOOK. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE LOCAL CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE LOCAL CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE LOCAL SHALL BE REQUIRED TO NOTIFY THE LOCAL SHALL BE REQUIRED TO NOTIFY THE LOCAL BE REQUIRED TO NOTIFY THE LOCAL BE REQUIRED TO NOTIFY THE LOCAL REQUIRED TO NOTIFY THE LOCAL REQUIRED TO NOTIFY THE LOCAL TO NOTIFY THE LOCAL TO NOTIFY THE LOCAL NOTIFY THE LOCAL NOTIFY THE LOCAL THE LOCAL THE LOCAL LOCAL LOCAL FIRE AND POLICE DEPARTMENTS 24 HOURS IN ADVANCE OF AND POLICE DEPARTMENTS 24 HOURS IN ADVANCE OF AND POLICE DEPARTMENTS 24 HOURS IN ADVANCE OF POLICE DEPARTMENTS 24 HOURS IN ADVANCE OF POLICE DEPARTMENTS 24 HOURS IN ADVANCE OF DEPARTMENTS 24 HOURS IN ADVANCE OF DEPARTMENTS 24 HOURS IN ADVANCE OF 24 HOURS IN ADVANCE OF 24 HOURS IN ADVANCE OF HOURS IN ADVANCE OF HOURS IN ADVANCE OF IN ADVANCE OF IN ADVANCE OF ADVANCE OF ADVANCE OF OF OF PROPOSED ROAD CLOSURES. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL AND/OR HIS SUBCONTRACTOR SHALL AND/OR HIS SUBCONTRACTOR SHALL HIS SUBCONTRACTOR SHALL HIS SUBCONTRACTOR SHALL SUBCONTRACTOR SHALL SUBCONTRACTOR SHALL SHALL SHALL NOTIFY "MISS DIG", (1-800-482-7171 OR 811). CONTRACTOR TO PROTECT EXISTING ABOVE GROUND AND TO PROTECT EXISTING ABOVE GROUND AND TO PROTECT EXISTING ABOVE GROUND AND PROTECT EXISTING ABOVE GROUND AND PROTECT EXISTING ABOVE GROUND AND EXISTING ABOVE GROUND AND EXISTING ABOVE GROUND AND ABOVE GROUND AND ABOVE GROUND AND GROUND AND GROUND AND AND AND BELOW GROUND FACILITIES INCLUDING: UTILITIES, POLES, GROUND FACILITIES INCLUDING: UTILITIES, POLES, GROUND FACILITIES INCLUDING: UTILITIES, POLES, FACILITIES INCLUDING: UTILITIES, POLES, FACILITIES INCLUDING: UTILITIES, POLES, INCLUDING: UTILITIES, POLES, INCLUDING: UTILITIES, POLES, UTILITIES, POLES, UTILITIES, POLES, POLES, POLES, TREES, SHRUBS AND OTHER VEGETATION UNLESS NOTED FOR SHRUBS AND OTHER VEGETATION UNLESS NOTED FOR SHRUBS AND OTHER VEGETATION UNLESS NOTED FOR AND OTHER VEGETATION UNLESS NOTED FOR AND OTHER VEGETATION UNLESS NOTED FOR OTHER VEGETATION UNLESS NOTED FOR OTHER VEGETATION UNLESS NOTED FOR VEGETATION UNLESS NOTED FOR VEGETATION UNLESS NOTED FOR UNLESS NOTED FOR UNLESS NOTED FOR NOTED FOR NOTED FOR FOR FOR REMOVAL ON THE PLANS; AND SHALL REPAIR OR REPLACE ON THE PLANS; AND SHALL REPAIR OR REPLACE ON THE PLANS; AND SHALL REPAIR OR REPLACE THE PLANS; AND SHALL REPAIR OR REPLACE THE PLANS; AND SHALL REPAIR OR REPLACE PLANS; AND SHALL REPAIR OR REPLACE PLANS; AND SHALL REPAIR OR REPLACE AND SHALL REPAIR OR REPLACE AND SHALL REPAIR OR REPLACE SHALL REPAIR OR REPLACE SHALL REPAIR OR REPLACE REPAIR OR REPLACE REPAIR OR REPLACE OR REPLACE OR REPLACE REPLACE REPLACE DAMAGED FACILITIES AT NO COST TO THE OWNER. TREES FACILITIES AT NO COST TO THE OWNER. TREES FACILITIES AT NO COST TO THE OWNER. TREES AT NO COST TO THE OWNER. TREES AT NO COST TO THE OWNER. TREES NO COST TO THE OWNER. TREES NO COST TO THE OWNER. TREES COST TO THE OWNER. TREES COST TO THE OWNER. TREES TO THE OWNER. TREES TO THE OWNER. TREES THE OWNER. TREES THE OWNER. TREES OWNER. TREES OWNER. TREES TREES TREES SHALL BE NEATLY TRIMMED. IT IS THE RESPONSIBILITY OF THE BE NEATLY TRIMMED. IT IS THE RESPONSIBILITY OF THE BE NEATLY TRIMMED. IT IS THE RESPONSIBILITY OF THE NEATLY TRIMMED. IT IS THE RESPONSIBILITY OF THE NEATLY TRIMMED. IT IS THE RESPONSIBILITY OF THE TRIMMED. IT IS THE RESPONSIBILITY OF THE TRIMMED. IT IS THE RESPONSIBILITY OF THE IT IS THE RESPONSIBILITY OF THE IT IS THE RESPONSIBILITY OF THE IS THE RESPONSIBILITY OF THE IS THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE OF THE OF THE THE THE CONTRACTOR TO PROTECT AND MAINTAIN EXISTING SERVICES TO PROTECT AND MAINTAIN EXISTING SERVICES TO PROTECT AND MAINTAIN EXISTING SERVICES PROTECT AND MAINTAIN EXISTING SERVICES PROTECT AND MAINTAIN EXISTING SERVICES AND MAINTAIN EXISTING SERVICES AND MAINTAIN EXISTING SERVICES MAINTAIN EXISTING SERVICES MAINTAIN EXISTING SERVICES EXISTING SERVICES EXISTING SERVICES SERVICES SERVICES TO EXISTING HOMES, INCLUDING SANITARY, WATER, GAS, EXISTING HOMES, INCLUDING SANITARY, WATER, GAS, EXISTING HOMES, INCLUDING SANITARY, WATER, GAS, HOMES, INCLUDING SANITARY, WATER, GAS, HOMES, INCLUDING SANITARY, WATER, GAS, INCLUDING SANITARY, WATER, GAS, INCLUDING SANITARY, WATER, GAS, SANITARY, WATER, GAS, SANITARY, WATER, GAS, WATER, GAS, WATER, GAS, GAS, GAS, CABLE AND OTHER UTILITIES. CONTRACTOR SHALL PROTECT ALL OTHER SITE FEATURES SHALL PROTECT ALL OTHER SITE FEATURES SHALL PROTECT ALL OTHER SITE FEATURES PROTECT ALL OTHER SITE FEATURES PROTECT ALL OTHER SITE FEATURES ALL OTHER SITE FEATURES ALL OTHER SITE FEATURES OTHER SITE FEATURES OTHER SITE FEATURES SITE FEATURES SITE FEATURES FEATURES FEATURES SUCH AS PLANTERS, MAIL BOXES, FENCES, LANDSCAPING, AS PLANTERS, MAIL BOXES, FENCES, LANDSCAPING, AS PLANTERS, MAIL BOXES, FENCES, LANDSCAPING, PLANTERS, MAIL BOXES, FENCES, LANDSCAPING, PLANTERS, MAIL BOXES, FENCES, LANDSCAPING, MAIL BOXES, FENCES, LANDSCAPING, MAIL BOXES, FENCES, LANDSCAPING, BOXES, FENCES, LANDSCAPING, BOXES, FENCES, LANDSCAPING, FENCES, LANDSCAPING, FENCES, LANDSCAPING, LANDSCAPING, LANDSCAPING, WALLS, WALKS, PORCHES, ETC, AND RESTORE TO ORIGINAL WALKS, PORCHES, ETC, AND RESTORE TO ORIGINAL WALKS, PORCHES, ETC, AND RESTORE TO ORIGINAL PORCHES, ETC, AND RESTORE TO ORIGINAL PORCHES, ETC, AND RESTORE TO ORIGINAL ETC, AND RESTORE TO ORIGINAL ETC, AND RESTORE TO ORIGINAL AND RESTORE TO ORIGINAL AND RESTORE TO ORIGINAL RESTORE TO ORIGINAL RESTORE TO ORIGINAL TO ORIGINAL TO ORIGINAL ORIGINAL ORIGINAL CONDITION IF DAMAGED EXCEPT AS NOTED. NO ADDITIONAL IF DAMAGED EXCEPT AS NOTED. NO ADDITIONAL IF DAMAGED EXCEPT AS NOTED. NO ADDITIONAL DAMAGED EXCEPT AS NOTED. NO ADDITIONAL DAMAGED EXCEPT AS NOTED. NO ADDITIONAL EXCEPT AS NOTED. NO ADDITIONAL EXCEPT AS NOTED. NO ADDITIONAL AS NOTED. NO ADDITIONAL AS NOTED. NO ADDITIONAL NOTED. NO ADDITIONAL NOTED. NO ADDITIONAL NO ADDITIONAL NO ADDITIONAL ADDITIONAL ADDITIONAL PAYMENT WILL BE ALLOWED FOR THIS WORK. ALL CONSTRUCTION STAGING AREAS SHALL BE APPROVED BY CONSTRUCTION STAGING AREAS SHALL BE APPROVED BY CONSTRUCTION STAGING AREAS SHALL BE APPROVED BY STAGING AREAS SHALL BE APPROVED BY STAGING AREAS SHALL BE APPROVED BY AREAS SHALL BE APPROVED BY AREAS SHALL BE APPROVED BY SHALL BE APPROVED BY SHALL BE APPROVED BY BE APPROVED BY BE APPROVED BY APPROVED BY APPROVED BY BY BY THE CITY OF ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR CITY OF ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR CITY OF ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR OF ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR OF ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR ST. CLAIR SHORES, AND LAND OWNER(S) PRIOR CLAIR SHORES, AND LAND OWNER(S) PRIOR CLAIR SHORES, AND LAND OWNER(S) PRIOR SHORES, AND LAND OWNER(S) PRIOR SHORES, AND LAND OWNER(S) PRIOR AND LAND OWNER(S) PRIOR AND LAND OWNER(S) PRIOR LAND OWNER(S) PRIOR LAND OWNER(S) PRIOR OWNER(S) PRIOR OWNER(S) PRIOR PRIOR PRIOR TO START OF CONSTRUCTION. ANY AREAS BEYOND START OF CONSTRUCTION. ANY AREAS BEYOND START OF CONSTRUCTION. ANY AREAS BEYOND OF CONSTRUCTION. ANY AREAS BEYOND OF CONSTRUCTION. ANY AREAS BEYOND CONSTRUCTION. ANY AREAS BEYOND CONSTRUCTION. ANY AREAS BEYOND ANY AREAS BEYOND ANY AREAS BEYOND AREAS BEYOND AREAS BEYOND BEYOND BEYOND CONSTRUCTION RIGHTS-OF-WAY SECURED BY THE RIGHTS-OF-WAY SECURED BY THE RIGHTS-OF-WAY SECURED BY THE SECURED BY THE SECURED BY THE BY THE BY THE THE THE CONTRACTOR FOR USE AS CONSTRUCTION STAGING SHALL BE FOR USE AS CONSTRUCTION STAGING SHALL BE FOR USE AS CONSTRUCTION STAGING SHALL BE USE AS CONSTRUCTION STAGING SHALL BE USE AS CONSTRUCTION STAGING SHALL BE AS CONSTRUCTION STAGING SHALL BE AS CONSTRUCTION STAGING SHALL BE CONSTRUCTION STAGING SHALL BE CONSTRUCTION STAGING SHALL BE STAGING SHALL BE STAGING SHALL BE SHALL BE SHALL BE BE BE AT HIS OWN EXPENSE. THE RESTORATION OF ALL STAGING HIS OWN EXPENSE. THE RESTORATION OF ALL STAGING HIS OWN EXPENSE. THE RESTORATION OF ALL STAGING OWN EXPENSE. THE RESTORATION OF ALL STAGING OWN EXPENSE. THE RESTORATION OF ALL STAGING EXPENSE. THE RESTORATION OF ALL STAGING EXPENSE. THE RESTORATION OF ALL STAGING THE RESTORATION OF ALL STAGING THE RESTORATION OF ALL STAGING RESTORATION OF ALL STAGING RESTORATION OF ALL STAGING OF ALL STAGING OF ALL STAGING ALL STAGING ALL STAGING STAGING STAGING AREAS SHALL BE COMPLETED PRIOR TO FINAL ACCEPTANCE SHALL BE COMPLETED PRIOR TO FINAL ACCEPTANCE SHALL BE COMPLETED PRIOR TO FINAL ACCEPTANCE BE COMPLETED PRIOR TO FINAL ACCEPTANCE BE COMPLETED PRIOR TO FINAL ACCEPTANCE COMPLETED PRIOR TO FINAL ACCEPTANCE COMPLETED PRIOR TO FINAL ACCEPTANCE PRIOR TO FINAL ACCEPTANCE PRIOR TO FINAL ACCEPTANCE TO FINAL ACCEPTANCE TO FINAL ACCEPTANCE FINAL ACCEPTANCE FINAL ACCEPTANCE ACCEPTANCE ACCEPTANCE OF THE WORK OF THIS PROJECT. NO ADDITIONAL PAYMENT THE WORK OF THIS PROJECT. NO ADDITIONAL PAYMENT THE WORK OF THIS PROJECT. NO ADDITIONAL PAYMENT WORK OF THIS PROJECT. NO ADDITIONAL PAYMENT WORK OF THIS PROJECT. NO ADDITIONAL PAYMENT OF THIS PROJECT. NO ADDITIONAL PAYMENT OF THIS PROJECT. NO ADDITIONAL PAYMENT THIS PROJECT. NO ADDITIONAL PAYMENT THIS PROJECT. NO ADDITIONAL PAYMENT PROJECT. NO ADDITIONAL PAYMENT PROJECT. NO ADDITIONAL PAYMENT NO ADDITIONAL PAYMENT NO ADDITIONAL PAYMENT ADDITIONAL PAYMENT ADDITIONAL PAYMENT PAYMENT PAYMENT WILL BE ALLOWED FOR THIS WORK. HMA BOND COAT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF HMA CONSTRUCTED FOR THE PROJECT. THE CONTRACTOR MUST REPAIR OR REPLACE ANY SPRINKLER CONTRACTOR MUST REPAIR OR REPLACE ANY SPRINKLER CONTRACTOR MUST REPAIR OR REPLACE ANY SPRINKLER MUST REPAIR OR REPLACE ANY SPRINKLER MUST REPAIR OR REPLACE ANY SPRINKLER REPAIR OR REPLACE ANY SPRINKLER REPAIR OR REPLACE ANY SPRINKLER OR REPLACE ANY SPRINKLER OR REPLACE ANY SPRINKLER REPLACE ANY SPRINKLER REPLACE ANY SPRINKLER ANY SPRINKLER ANY SPRINKLER SPRINKLER SPRINKLER HEADS, LINES, ETC. THAT HE MAY DAMAGE DURING THE LINES, ETC. THAT HE MAY DAMAGE DURING THE LINES, ETC. THAT HE MAY DAMAGE DURING THE ETC. THAT HE MAY DAMAGE DURING THE ETC. THAT HE MAY DAMAGE DURING THE THAT HE MAY DAMAGE DURING THE THAT HE MAY DAMAGE DURING THE HE MAY DAMAGE DURING THE HE MAY DAMAGE DURING THE MAY DAMAGE DURING THE MAY DAMAGE DURING THE DAMAGE DURING THE DAMAGE DURING THE DURING THE DURING THE THE THE COURSE OF CONSTRUCTION. SEE SPECIAL PROVISION FOR OF CONSTRUCTION. SEE SPECIAL PROVISION FOR OF CONSTRUCTION. SEE SPECIAL PROVISION FOR CONSTRUCTION. SEE SPECIAL PROVISION FOR CONSTRUCTION. SEE SPECIAL PROVISION FOR SEE SPECIAL PROVISION FOR SEE SPECIAL PROVISION FOR SEE SPECIAL PROVISION FOR SPECIAL PROVISION FOR SPECIAL PROVISION FOR PROVISION FOR PROVISION FOR FOR FOR ADDITIONAL INFORMATION.
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%%UUNDER CONSTRUCTION
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WHEN EXCAVATING FOR CONSTRUCTION, THE CONTRACTOR EXCAVATING FOR CONSTRUCTION, THE CONTRACTOR EXCAVATING FOR CONSTRUCTION, THE CONTRACTOR FOR CONSTRUCTION, THE CONTRACTOR FOR CONSTRUCTION, THE CONTRACTOR CONSTRUCTION, THE CONTRACTOR CONSTRUCTION, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE ALL NECESSARY PRECAUTIONS TO PROTECT THE ALL NECESSARY PRECAUTIONS TO PROTECT THE NECESSARY PRECAUTIONS TO PROTECT THE NECESSARY PRECAUTIONS TO PROTECT THE PRECAUTIONS TO PROTECT THE PRECAUTIONS TO PROTECT THE TO PROTECT THE TO PROTECT THE PROTECT THE PROTECT THE THE THE EXISTING UTILITIES. ALL SEWER TRENCHES SHALL BE BACKFILLED OR OTHERWISE SEWER TRENCHES SHALL BE BACKFILLED OR OTHERWISE SEWER TRENCHES SHALL BE BACKFILLED OR OTHERWISE TRENCHES SHALL BE BACKFILLED OR OTHERWISE TRENCHES SHALL BE BACKFILLED OR OTHERWISE SHALL BE BACKFILLED OR OTHERWISE SHALL BE BACKFILLED OR OTHERWISE BE BACKFILLED OR OTHERWISE BE BACKFILLED OR OTHERWISE BACKFILLED OR OTHERWISE BACKFILLED OR OTHERWISE OR OTHERWISE OR OTHERWISE OTHERWISE OTHERWISE PROTECTED OVERNIGHT AS DIRECTED BY THE ENGINEER. OVERNIGHT AS DIRECTED BY THE ENGINEER. OVERNIGHT AS DIRECTED BY THE ENGINEER. AS DIRECTED BY THE ENGINEER. AS DIRECTED BY THE ENGINEER. DIRECTED BY THE ENGINEER. DIRECTED BY THE ENGINEER. BY THE ENGINEER. BY THE ENGINEER. THE ENGINEER. THE ENGINEER. ENGINEER. ENGINEER. PAYMENT IS INCLUDED IN THE PAY ITEM FOR UTILITY IS INCLUDED IN THE PAY ITEM FOR UTILITY IS INCLUDED IN THE PAY ITEM FOR UTILITY INCLUDED IN THE PAY ITEM FOR UTILITY INCLUDED IN THE PAY ITEM FOR UTILITY IN THE PAY ITEM FOR UTILITY IN THE PAY ITEM FOR UTILITY THE PAY ITEM FOR UTILITY THE PAY ITEM FOR UTILITY PAY ITEM FOR UTILITY PAY ITEM FOR UTILITY ITEM FOR UTILITY ITEM FOR UTILITY FOR UTILITY FOR UTILITY UTILITY UTILITY CONSTRUCTION.
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NAME & ADDRESS OF UTILITY
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THE CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR SHALL, BEFORE EACH DAYS WORK, OR SHALL, BEFORE EACH DAYS WORK, OR BEFORE EACH DAYS WORK, OR BEFORE EACH DAYS WORK, OR EACH DAYS WORK, OR EACH DAYS WORK, OR DAYS WORK, OR DAYS WORK, OR WORK, OR WORK, OR OR OR WHEN MOVING TO A NEW AREA OF WORK, DETERMINE AND MOVING TO A NEW AREA OF WORK, DETERMINE AND MOVING TO A NEW AREA OF WORK, DETERMINE AND TO A NEW AREA OF WORK, DETERMINE AND TO A NEW AREA OF WORK, DETERMINE AND A NEW AREA OF WORK, DETERMINE AND A NEW AREA OF WORK, DETERMINE AND NEW AREA OF WORK, DETERMINE AND NEW AREA OF WORK, DETERMINE AND AREA OF WORK, DETERMINE AND AREA OF WORK, DETERMINE AND OF WORK, DETERMINE AND OF WORK, DETERMINE AND WORK, DETERMINE AND WORK, DETERMINE AND DETERMINE AND DETERMINE AND AND AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE LOCATION OF ALL UNDERGROUND FACILITIES IN LOCATION OF ALL UNDERGROUND FACILITIES IN LOCATION OF ALL UNDERGROUND FACILITIES IN OF ALL UNDERGROUND FACILITIES IN OF ALL UNDERGROUND FACILITIES IN ALL UNDERGROUND FACILITIES IN ALL UNDERGROUND FACILITIES IN UNDERGROUND FACILITIES IN UNDERGROUND FACILITIES IN FACILITIES IN FACILITIES IN IN IN THE AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO IF LOCATION STAKES HAVE BEEN MOVED OR DO IF LOCATION STAKES HAVE BEEN MOVED OR DO LOCATION STAKES HAVE BEEN MOVED OR DO LOCATION STAKES HAVE BEEN MOVED OR DO STAKES HAVE BEEN MOVED OR DO STAKES HAVE BEEN MOVED OR DO HAVE BEEN MOVED OR DO HAVE BEEN MOVED OR DO BEEN MOVED OR DO BEEN MOVED OR DO MOVED OR DO MOVED OR DO OR DO OR DO DO DO NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT CORRECT, THE CONTRACTOR SHALL NOT CORRECT, THE CONTRACTOR SHALL NOT THE CONTRACTOR SHALL NOT THE CONTRACTOR SHALL NOT CONTRACTOR SHALL NOT CONTRACTOR SHALL NOT SHALL NOT SHALL NOT NOT NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY ALL UTILITIES HAVE HAD AN OPPORTUNITY ALL UTILITIES HAVE HAD AN OPPORTUNITY UTILITIES HAVE HAD AN OPPORTUNITY UTILITIES HAVE HAD AN OPPORTUNITY HAVE HAD AN OPPORTUNITY HAVE HAD AN OPPORTUNITY HAD AN OPPORTUNITY HAD AN OPPORTUNITY AN OPPORTUNITY AN OPPORTUNITY OPPORTUNITY OPPORTUNITY TO CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS OR RESTAKE THEIR LOCATIONS. ANY DELAYS OR RESTAKE THEIR LOCATIONS. ANY DELAYS RESTAKE THEIR LOCATIONS. ANY DELAYS RESTAKE THEIR LOCATIONS. ANY DELAYS THEIR LOCATIONS. ANY DELAYS THEIR LOCATIONS. ANY DELAYS LOCATIONS. ANY DELAYS LOCATIONS. ANY DELAYS ANY DELAYS ANY DELAYS DELAYS DELAYS INCURRED DUE TO CHECKING OR RESTAKING OF UTILITIES DUE TO CHECKING OR RESTAKING OF UTILITIES DUE TO CHECKING OR RESTAKING OF UTILITIES TO CHECKING OR RESTAKING OF UTILITIES TO CHECKING OR RESTAKING OF UTILITIES CHECKING OR RESTAKING OF UTILITIES CHECKING OR RESTAKING OF UTILITIES OR RESTAKING OF UTILITIES OR RESTAKING OF UTILITIES RESTAKING OF UTILITIES RESTAKING OF UTILITIES OF UTILITIES OF UTILITIES UTILITIES UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. ALL GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED FACILITIES SHALL BE PROTECTED AND SUPPORTED FACILITIES SHALL BE PROTECTED AND SUPPORTED SHALL BE PROTECTED AND SUPPORTED SHALL BE PROTECTED AND SUPPORTED BE PROTECTED AND SUPPORTED BE PROTECTED AND SUPPORTED PROTECTED AND SUPPORTED PROTECTED AND SUPPORTED AND SUPPORTED AND SUPPORTED SUPPORTED SUPPORTED PER DISTRIBUTION STANDARDS AND REQUIREMENTS. PRIOR TO WORK ON FACILITIES BELONGING TO THE ABOVE TO WORK ON FACILITIES BELONGING TO THE ABOVE TO WORK ON FACILITIES BELONGING TO THE ABOVE WORK ON FACILITIES BELONGING TO THE ABOVE WORK ON FACILITIES BELONGING TO THE ABOVE ON FACILITIES BELONGING TO THE ABOVE ON FACILITIES BELONGING TO THE ABOVE FACILITIES BELONGING TO THE ABOVE FACILITIES BELONGING TO THE ABOVE BELONGING TO THE ABOVE BELONGING TO THE ABOVE TO THE ABOVE TO THE ABOVE THE ABOVE THE ABOVE ABOVE ABOVE AGENCIES, A MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN A MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN A MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN OF 72 HOURS NOTICE MUST BE GIVEN OF 72 HOURS NOTICE MUST BE GIVEN 72 HOURS NOTICE MUST BE GIVEN 72 HOURS NOTICE MUST BE GIVEN HOURS NOTICE MUST BE GIVEN HOURS NOTICE MUST BE GIVEN NOTICE MUST BE GIVEN NOTICE MUST BE GIVEN MUST BE GIVEN MUST BE GIVEN BE GIVEN BE GIVEN GIVEN GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE TO INSURE PROPER INSPECTION BY THE RESPECTIVE TO INSURE PROPER INSPECTION BY THE RESPECTIVE INSURE PROPER INSPECTION BY THE RESPECTIVE INSURE PROPER INSPECTION BY THE RESPECTIVE PROPER INSPECTION BY THE RESPECTIVE PROPER INSPECTION BY THE RESPECTIVE INSPECTION BY THE RESPECTIVE INSPECTION BY THE RESPECTIVE BY THE RESPECTIVE BY THE RESPECTIVE THE RESPECTIVE THE RESPECTIVE RESPECTIVE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND SHALL LOCATE ALL ACTIVE UNDERGROUND SHALL LOCATE ALL ACTIVE UNDERGROUND LOCATE ALL ACTIVE UNDERGROUND LOCATE ALL ACTIVE UNDERGROUND ALL ACTIVE UNDERGROUND ALL ACTIVE UNDERGROUND ACTIVE UNDERGROUND ACTIVE UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS TO STARTING WORK, AND SHALL CONDUCT HIS TO STARTING WORK, AND SHALL CONDUCT HIS STARTING WORK, AND SHALL CONDUCT HIS STARTING WORK, AND SHALL CONDUCT HIS WORK, AND SHALL CONDUCT HIS WORK, AND SHALL CONDUCT HIS AND SHALL CONDUCT HIS AND SHALL CONDUCT HIS SHALL CONDUCT HIS SHALL CONDUCT HIS CONDUCT HIS CONDUCT HIS HIS HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE IN SUCH A MANNER AS TO INSURE THAT THOSE IN SUCH A MANNER AS TO INSURE THAT THOSE SUCH A MANNER AS TO INSURE THAT THOSE SUCH A MANNER AS TO INSURE THAT THOSE A MANNER AS TO INSURE THAT THOSE A MANNER AS TO INSURE THAT THOSE MANNER AS TO INSURE THAT THOSE MANNER AS TO INSURE THAT THOSE AS TO INSURE THAT THOSE AS TO INSURE THAT THOSE TO INSURE THAT THOSE TO INSURE THAT THOSE INSURE THAT THOSE INSURE THAT THOSE THAT THOSE THAT THOSE THOSE THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE NOT REQUIRING RELOCATION WILL NOT BE NOT REQUIRING RELOCATION WILL NOT BE REQUIRING RELOCATION WILL NOT BE REQUIRING RELOCATION WILL NOT BE RELOCATION WILL NOT BE RELOCATION WILL NOT BE WILL NOT BE WILL NOT BE NOT BE NOT BE BE BE DISTURBED. FOR PROTECTION OF UNDERGROUND UTILITIES, THE PROTECTION OF UNDERGROUND UTILITIES, THE PROTECTION OF UNDERGROUND UTILITIES, THE OF UNDERGROUND UTILITIES, THE OF UNDERGROUND UTILITIES, THE UNDERGROUND UTILITIES, THE UNDERGROUND UTILITIES, THE UTILITIES, THE UTILITIES, THE THE THE CONTRACTOR SHALL DIAL (800) 482-7171, OR 811 A MINIMUM SHALL DIAL (800) 482-7171, OR 811 A MINIMUM SHALL DIAL (800) 482-7171, OR 811 A MINIMUM DIAL (800) 482-7171, OR 811 A MINIMUM DIAL (800) 482-7171, OR 811 A MINIMUM (800) 482-7171, OR 811 A MINIMUM (800) 482-7171, OR 811 A MINIMUM 482-7171, OR 811 A MINIMUM 482-7171, OR 811 A MINIMUM OR 811 A MINIMUM OR 811 A MINIMUM 811 A MINIMUM 811 A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM OF 3 FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY 3 FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY 3 FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY WORKING DAYS, EXCLUDING SATURDAY, SUNDAY WORKING DAYS, EXCLUDING SATURDAY, SUNDAY DAYS, EXCLUDING SATURDAY, SUNDAY DAYS, EXCLUDING SATURDAY, SUNDAY EXCLUDING SATURDAY, SUNDAY EXCLUDING SATURDAY, SUNDAY SATURDAY, SUNDAY SATURDAY, SUNDAY SUNDAY SUNDAY AND HOLIDAYS, PRIOR TO EXCAVATING IN THE VICINITY OF HOLIDAYS, PRIOR TO EXCAVATING IN THE VICINITY OF HOLIDAYS, PRIOR TO EXCAVATING IN THE VICINITY OF PRIOR TO EXCAVATING IN THE VICINITY OF PRIOR TO EXCAVATING IN THE VICINITY OF TO EXCAVATING IN THE VICINITY OF TO EXCAVATING IN THE VICINITY OF EXCAVATING IN THE VICINITY OF EXCAVATING IN THE VICINITY OF IN THE VICINITY OF IN THE VICINITY OF THE VICINITY OF THE VICINITY OF VICINITY OF VICINITY OF OF OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL ALL "MISS DIG" PARTICIPATING MEMBERS WILL ALL "MISS DIG" PARTICIPATING MEMBERS WILL "MISS DIG" PARTICIPATING MEMBERS WILL "MISS DIG" PARTICIPATING MEMBERS WILL DIG" PARTICIPATING MEMBERS WILL DIG" PARTICIPATING MEMBERS WILL PARTICIPATING MEMBERS WILL PARTICIPATING MEMBERS WILL MEMBERS WILL MEMBERS WILL WILL WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE NOTIFIED. THIS DOES NOT RELIEVE THE NOTIFIED. THIS DOES NOT RELIEVE THE THIS DOES NOT RELIEVE THE THIS DOES NOT RELIEVE THE DOES NOT RELIEVE THE DOES NOT RELIEVE THE NOT RELIEVE THE NOT RELIEVE THE RELIEVE THE RELIEVE THE THE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OF THE RESPONSIBILITY OF NOTIFYING UTILITY OF THE RESPONSIBILITY OF NOTIFYING UTILITY THE RESPONSIBILITY OF NOTIFYING UTILITY THE RESPONSIBILITY OF NOTIFYING UTILITY RESPONSIBILITY OF NOTIFYING UTILITY RESPONSIBILITY OF NOTIFYING UTILITY OF NOTIFYING UTILITY OF NOTIFYING UTILITY NOTIFYING UTILITY NOTIFYING UTILITY UTILITY UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT MAY NOT BE A PART OF THE "MISS DIG" ALERT MAY NOT BE A PART OF THE "MISS DIG" ALERT NOT BE A PART OF THE "MISS DIG" ALERT NOT BE A PART OF THE "MISS DIG" ALERT BE A PART OF THE "MISS DIG" ALERT BE A PART OF THE "MISS DIG" ALERT A PART OF THE "MISS DIG" ALERT A PART OF THE "MISS DIG" ALERT PART OF THE "MISS DIG" ALERT PART OF THE "MISS DIG" ALERT OF THE "MISS DIG" ALERT OF THE "MISS DIG" ALERT THE "MISS DIG" ALERT THE "MISS DIG" ALERT "MISS DIG" ALERT "MISS DIG" ALERT DIG" ALERT DIG" ALERT ALERT ALERT SYSTEM.
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THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE UTILITIES LISTED BELOW AND SHOWN ON THESE UTILITIES LISTED BELOW AND SHOWN ON THESE LISTED BELOW AND SHOWN ON THESE LISTED BELOW AND SHOWN ON THESE BELOW AND SHOWN ON THESE BELOW AND SHOWN ON THESE AND SHOWN ON THESE AND SHOWN ON THESE SHOWN ON THESE SHOWN ON THESE ON THESE ON THESE THESE THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS REPRESENT THE BEST INFORMATION AVAILABLE AS REPRESENT THE BEST INFORMATION AVAILABLE AS THE BEST INFORMATION AVAILABLE AS THE BEST INFORMATION AVAILABLE AS BEST INFORMATION AVAILABLE AS BEST INFORMATION AVAILABLE AS INFORMATION AVAILABLE AS INFORMATION AVAILABLE AS AVAILABLE AS AVAILABLE AS AS AS OBTAINED FROM SURVEYS AND FROM UTILITY RECORD MAPS. FROM SURVEYS AND FROM UTILITY RECORD MAPS. FROM SURVEYS AND FROM UTILITY RECORD MAPS. SURVEYS AND FROM UTILITY RECORD MAPS. SURVEYS AND FROM UTILITY RECORD MAPS. AND FROM UTILITY RECORD MAPS. AND FROM UTILITY RECORD MAPS. FROM UTILITY RECORD MAPS. FROM UTILITY RECORD MAPS. UTILITY RECORD MAPS. UTILITY RECORD MAPS. RECORD MAPS. RECORD MAPS. MAPS. MAPS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF DOES NOT RELIEVE THE CONTRACTOR OF DOES NOT RELIEVE THE CONTRACTOR OF NOT RELIEVE THE CONTRACTOR OF NOT RELIEVE THE CONTRACTOR OF RELIEVE THE CONTRACTOR OF RELIEVE THE CONTRACTOR OF THE CONTRACTOR OF THE CONTRACTOR OF CONTRACTOR OF CONTRACTOR OF OF OF THE RESPONSIBILITY TO NOTIFY THE PROPER UTILITIES BEFORE RESPONSIBILITY TO NOTIFY THE PROPER UTILITIES BEFORE RESPONSIBILITY TO NOTIFY THE PROPER UTILITIES BEFORE TO NOTIFY THE PROPER UTILITIES BEFORE TO NOTIFY THE PROPER UTILITIES BEFORE NOTIFY THE PROPER UTILITIES BEFORE NOTIFY THE PROPER UTILITIES BEFORE THE PROPER UTILITIES BEFORE THE PROPER UTILITIES BEFORE PROPER UTILITIES BEFORE PROPER UTILITIES BEFORE UTILITIES BEFORE UTILITIES BEFORE BEFORE BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE TO WORK. THE CONTRACTOR IS RESPONSIBLE TO WORK. THE CONTRACTOR IS RESPONSIBLE TO THE CONTRACTOR IS RESPONSIBLE TO THE CONTRACTOR IS RESPONSIBLE TO CONTRACTOR IS RESPONSIBLE TO CONTRACTOR IS RESPONSIBLE TO IS RESPONSIBLE TO IS RESPONSIBLE TO RESPONSIBLE TO RESPONSIBLE TO TO TO VERIFY ALL EXISTING UTILITIES AND THEIR LOCATIONS AS ALL EXISTING UTILITIES AND THEIR LOCATIONS AS ALL EXISTING UTILITIES AND THEIR LOCATIONS AS EXISTING UTILITIES AND THEIR LOCATIONS AS EXISTING UTILITIES AND THEIR LOCATIONS AS UTILITIES AND THEIR LOCATIONS AS UTILITIES AND THEIR LOCATIONS AS AND THEIR LOCATIONS AS AND THEIR LOCATIONS AS THEIR LOCATIONS AS THEIR LOCATIONS AS LOCATIONS AS LOCATIONS AS AS AS PART OF THE CONSTRUCTION OF THIS PROJECT. ANY OF THE CONSTRUCTION OF THIS PROJECT. ANY OF THE CONSTRUCTION OF THIS PROJECT. ANY THE CONSTRUCTION OF THIS PROJECT. ANY THE CONSTRUCTION OF THIS PROJECT. ANY CONSTRUCTION OF THIS PROJECT. ANY CONSTRUCTION OF THIS PROJECT. ANY OF THIS PROJECT. ANY OF THIS PROJECT. ANY THIS PROJECT. ANY THIS PROJECT. ANY PROJECT. ANY PROJECT. ANY ANY ANY OMISSION OR VARIATION FROM THE LOCATIONS SHOWN. OR VARIATION FROM THE LOCATIONS SHOWN. OR VARIATION FROM THE LOCATIONS SHOWN. VARIATION FROM THE LOCATIONS SHOWN. VARIATION FROM THE LOCATIONS SHOWN. FROM THE LOCATIONS SHOWN. FROM THE LOCATIONS SHOWN. THE LOCATIONS SHOWN. THE LOCATIONS SHOWN. LOCATIONS SHOWN. LOCATIONS SHOWN. SHOWN. SHOWN. PURSUANT TO ACT 53 OF THE PA OF 1974 AS A CONDITION TO ACT 53 OF THE PA OF 1974 AS A CONDITION TO ACT 53 OF THE PA OF 1974 AS A CONDITION ACT 53 OF THE PA OF 1974 AS A CONDITION ACT 53 OF THE PA OF 1974 AS A CONDITION 53 OF THE PA OF 1974 AS A CONDITION 53 OF THE PA OF 1974 AS A CONDITION OF THE PA OF 1974 AS A CONDITION OF THE PA OF 1974 AS A CONDITION THE PA OF 1974 AS A CONDITION THE PA OF 1974 AS A CONDITION PA OF 1974 AS A CONDITION PA OF 1974 AS A CONDITION OF 1974 AS A CONDITION OF 1974 AS A CONDITION 1974 AS A CONDITION 1974 AS A CONDITION AS A CONDITION AS A CONDITION A CONDITION A CONDITION CONDITION CONDITION OF THIS CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG THIS CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG THIS CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG NOTICE SHALL BE GIVEN TO MISS DIG NOTICE SHALL BE GIVEN TO MISS DIG SHALL BE GIVEN TO MISS DIG SHALL BE GIVEN TO MISS DIG BE GIVEN TO MISS DIG BE GIVEN TO MISS DIG GIVEN TO MISS DIG GIVEN TO MISS DIG TO MISS DIG TO MISS DIG MISS DIG MISS DIG DIG DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED. THE FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN UTILITY COMPANIES HAVE FACILITIES WITHIN UTILITY COMPANIES HAVE FACILITIES WITHIN COMPANIES HAVE FACILITIES WITHIN COMPANIES HAVE FACILITIES WITHIN HAVE FACILITIES WITHIN HAVE FACILITIES WITHIN FACILITIES WITHIN FACILITIES WITHIN WITHIN WITHIN THE PROJECT LIMITS:
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%%UUTILITIES
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%%USTORM SEWER
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SUMP DEPTH IS FROM LOWEST PROPOSED INVERT. CATCH DEPTH IS FROM LOWEST PROPOSED INVERT. CATCH DEPTH IS FROM LOWEST PROPOSED INVERT. CATCH IS FROM LOWEST PROPOSED INVERT. CATCH IS FROM LOWEST PROPOSED INVERT. CATCH FROM LOWEST PROPOSED INVERT. CATCH FROM LOWEST PROPOSED INVERT. CATCH LOWEST PROPOSED INVERT. CATCH LOWEST PROPOSED INVERT. CATCH PROPOSED INVERT. CATCH PROPOSED INVERT. CATCH INVERT. CATCH INVERT. CATCH CATCH CATCH CATCH BASIN (CB) MEANS 2 FT SUMP INCLUDED IN DRAINAGE (CB) MEANS 2 FT SUMP INCLUDED IN DRAINAGE (CB) MEANS 2 FT SUMP INCLUDED IN DRAINAGE MEANS 2 FT SUMP INCLUDED IN DRAINAGE MEANS 2 FT SUMP INCLUDED IN DRAINAGE 2 FT SUMP INCLUDED IN DRAINAGE 2 FT SUMP INCLUDED IN DRAINAGE FT SUMP INCLUDED IN DRAINAGE FT SUMP INCLUDED IN DRAINAGE SUMP INCLUDED IN DRAINAGE SUMP INCLUDED IN DRAINAGE INCLUDED IN DRAINAGE INCLUDED IN DRAINAGE IN DRAINAGE IN DRAINAGE DRAINAGE DRAINAGE STRUCTURE PAY ITEM. INLETS (INL) DO NOT HAVE SUMPS.
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THE SOIL BORING LOGS DEPICT POINT LOCATIONS AND DO NOT SOIL BORING LOGS DEPICT POINT LOCATIONS AND DO NOT SOIL BORING LOGS DEPICT POINT LOCATIONS AND DO NOT BORING LOGS DEPICT POINT LOCATIONS AND DO NOT BORING LOGS DEPICT POINT LOCATIONS AND DO NOT LOGS DEPICT POINT LOCATIONS AND DO NOT LOGS DEPICT POINT LOCATIONS AND DO NOT DEPICT POINT LOCATIONS AND DO NOT DEPICT POINT LOCATIONS AND DO NOT POINT LOCATIONS AND DO NOT POINT LOCATIONS AND DO NOT LOCATIONS AND DO NOT LOCATIONS AND DO NOT AND DO NOT AND DO NOT DO NOT DO NOT NOT NOT INFER THAT THE SURFACE CONDITIONS ARE THE SAME IN THAT THE SURFACE CONDITIONS ARE THE SAME IN THAT THE SURFACE CONDITIONS ARE THE SAME IN THE SURFACE CONDITIONS ARE THE SAME IN THE SURFACE CONDITIONS ARE THE SAME IN SURFACE CONDITIONS ARE THE SAME IN SURFACE CONDITIONS ARE THE SAME IN CONDITIONS ARE THE SAME IN CONDITIONS ARE THE SAME IN ARE THE SAME IN ARE THE SAME IN THE SAME IN THE SAME IN SAME IN SAME IN IN IN OTHER AREAS. BORINGS AND PAVEMENT CORE LOCATIONS ARE AREAS. BORINGS AND PAVEMENT CORE LOCATIONS ARE AREAS. BORINGS AND PAVEMENT CORE LOCATIONS ARE BORINGS AND PAVEMENT CORE LOCATIONS ARE BORINGS AND PAVEMENT CORE LOCATIONS ARE AND PAVEMENT CORE LOCATIONS ARE AND PAVEMENT CORE LOCATIONS ARE PAVEMENT CORE LOCATIONS ARE PAVEMENT CORE LOCATIONS ARE CORE LOCATIONS ARE CORE LOCATIONS ARE LOCATIONS ARE LOCATIONS ARE ARE ARE SHOWN ON THE PLANS. SOIL BORINGS AND THE GEOTECHNICAL ON THE PLANS. SOIL BORINGS AND THE GEOTECHNICAL ON THE PLANS. SOIL BORINGS AND THE GEOTECHNICAL THE PLANS. SOIL BORINGS AND THE GEOTECHNICAL THE PLANS. SOIL BORINGS AND THE GEOTECHNICAL PLANS. SOIL BORINGS AND THE GEOTECHNICAL PLANS. SOIL BORINGS AND THE GEOTECHNICAL SOIL BORINGS AND THE GEOTECHNICAL SOIL BORINGS AND THE GEOTECHNICAL BORINGS AND THE GEOTECHNICAL BORINGS AND THE GEOTECHNICAL AND THE GEOTECHNICAL AND THE GEOTECHNICAL THE GEOTECHNICAL THE GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL INVESTIGATION IS BY: TESTING ENGINEERS & CONSULTANTS, IS BY: TESTING ENGINEERS & CONSULTANTS, IS BY: TESTING ENGINEERS & CONSULTANTS, BY: TESTING ENGINEERS & CONSULTANTS, BY: TESTING ENGINEERS & CONSULTANTS, TESTING ENGINEERS & CONSULTANTS, TESTING ENGINEERS & CONSULTANTS, TESTING ENGINEERS & CONSULTANTS, ENGINEERS & CONSULTANTS, ENGINEERS & CONSULTANTS, & CONSULTANTS, & CONSULTANTS, CONSULTANTS, CONSULTANTS, INC. TROY MI. SOIL BORING LOCATIONS ARE SHOWN ON THE TROY MI. SOIL BORING LOCATIONS ARE SHOWN ON THE TROY MI. SOIL BORING LOCATIONS ARE SHOWN ON THE MI. SOIL BORING LOCATIONS ARE SHOWN ON THE MI. SOIL BORING LOCATIONS ARE SHOWN ON THE SOIL BORING LOCATIONS ARE SHOWN ON THE SOIL BORING LOCATIONS ARE SHOWN ON THE SOIL BORING LOCATIONS ARE SHOWN ON THE BORING LOCATIONS ARE SHOWN ON THE BORING LOCATIONS ARE SHOWN ON THE LOCATIONS ARE SHOWN ON THE LOCATIONS ARE SHOWN ON THE ARE SHOWN ON THE ARE SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE CONSTRUCTION SHEET AND THE SOIL BORING LOGS ARE SHEET AND THE SOIL BORING LOGS ARE SHEET AND THE SOIL BORING LOGS ARE AND THE SOIL BORING LOGS ARE AND THE SOIL BORING LOGS ARE THE SOIL BORING LOGS ARE THE SOIL BORING LOGS ARE SOIL BORING LOGS ARE SOIL BORING LOGS ARE BORING LOGS ARE BORING LOGS ARE LOGS ARE LOGS ARE ARE ARE INCLUDED IN THE PROPOSAL.
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ELECTRIC
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GAS
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WATER MAIN,
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STORM SEWER &
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SANITARY SEWER
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TELEPHONE/
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FIBER OPTIC
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DRAINS
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LEAD SERVICE LINE
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171
(TOLL FREE)CALL811.COM or 811
BENCHMARK
BM. # DESCRIPTION ELEV.
300
BENCH MARK SPIKE EAST FACE UTILITY POLE @
SOUTH WEST CORNER OF PROPERTY 376 DOROTHY
STREET
919.69
301
PAINTED "X" ON TOP OF NORTH EAST FLANGE BOLT
ON HYDRANT, NORTH SIDE DOROTHY, 75' ± EAST OF
CENTERLINE OF DRIVEWAY FOR PARKING LOT
918.62
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\C\Sheets\C01_plotExist.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:06 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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.
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.
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E
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W
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H
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I
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T
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T
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R
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D
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R
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.
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GODFREY
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ST.
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STRYKER ST.
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S
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E
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S
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X
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D
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R
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.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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EXISTING & REMOVAL
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SITE PLAN
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1" = 20'
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C-1
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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5
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10
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20
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40
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SCALE IN FEET
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1" = 20'
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0
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ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION ACTIVITIES.
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NOTICE:
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DOROTHY STREET
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SOUTH LYON WTP EXISTING SITE PLAN
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B.M. # 301
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B.M. # 300
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EXISTING STORAGE TANK
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BACK WASH SURGE TANK
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EXISTING WATER TREATMENT PLANT
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WELL NO. 1
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WELL NO. 2
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WELL NO. 5
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CHEMICAL STORAGE/PUMP BUILDING
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YERKES DRAIN
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171
(TOLL FREE)CALL811.COM or 811
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E
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\C\Sheets\C02_plotProp.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
AutoCAD SHX Text
5/7/2020 9:08 AM
AutoCAD SHX Text
20180233
AutoCAD SHX Text
APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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E
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GODFREY
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ST.
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STRYKER ST.
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S
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E
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S
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E
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X
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D
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R
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.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROPOSED SITE PLAN
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1" = 20'
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C-2
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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5
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10
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20
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40
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SCALE IN FEET
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1" = 20'
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0
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ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION ACTIVITIES.
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NOTICE:
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DOROTHY STREET
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SOUTH LYON WTP PROPOSED SITE PLAN
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EXISTING STORAGE TANK
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BACK WASH SURGE TANK
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EXISTING WATER TREATMENT PLANT
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WELL NO. 2
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WELL NO. 5
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CHEMICAL STORAGE/PUMP BUILDING
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YERKES DRAIN
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171
(TOLL FREE)CALL811.COM or 811
AutoCAD SHX Text
2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text
C
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V:\201802\20180233\C\Sheets\C03_plotProfile.dwg
AutoCAD SHX Text
Paredes Eduardo
AutoCAD SHX Text
HRC_OLW_Clr.CTB
AutoCAD SHX Text
5/7/2020 9:10 AM
AutoCAD SHX Text
20180233
AutoCAD SHX Text
APRIL 7 2020
AutoCAD SHX Text
ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
AutoCAD SHX Text
KAY ST.
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SUE ST.
AutoCAD SHX Text
LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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.
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.
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E
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W
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H
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I
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T
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T
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R
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D
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R
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.
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GODFREY
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ST.
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STRYKER ST.
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S
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E
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S
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E
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X
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D
AutoCAD SHX Text
R
AutoCAD SHX Text
.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
AutoCAD SHX Text
4-7-20 ISSUED FOR BIDS
AutoCAD SHX Text
5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
AutoCAD SHX Text
PROPOSED WATER MAIN
AutoCAD SHX Text
PROFILE
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AS SHOWN
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C-3
AutoCAD SHX Text
N.H.B.
AutoCAD SHX Text
E.J.P.
AutoCAD SHX Text
N.H.B.
AutoCAD SHX Text
R.A.
AutoCAD SHX Text
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION ACTIVITIES.
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NOTICE:
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PROP. 16" W.M. PROFILE
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SCALE: HORZ. 1" = 10' : HORZ. 1" = 10' VERT. 1" = 3'
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PROP. 24" W.M. PROFILE
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SCALE: HORZ. 1" = 10' : HORZ. 1" = 10' VERT. 1" = 3'
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PROP. D.I. 16" W.M.
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PROP. W.M. VAULTVAULT
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PROP. W.M. VAULTVAULT
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PROP. D.I. 16" W.M.
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PROP. D.I. 24" W.M.
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PROP. D.I. 24" W.M.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
AutoCAD SHX Text
2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
V:\201802\20180233\C\Sheets\C04_plotProfile12WM.dwg
AutoCAD SHX Text
Paredes Eduardo
AutoCAD SHX Text
HRC_OLW_Clr.CTB
AutoCAD SHX Text
5/7/2020 7:46 AM
AutoCAD SHX Text
20180233
AutoCAD SHX Text
APRIL 7 2020
AutoCAD SHX Text
ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
AutoCAD SHX Text
KAY ST.
AutoCAD SHX Text
SUE ST.
AutoCAD SHX Text
LILLIAN ST.
AutoCAD SHX Text
MARJORIE ANN ST.
AutoCAD SHX Text
SANDRA ST.
AutoCAD SHX Text
VALERIE ST.
AutoCAD SHX Text
UNIVERSITY AVE.
AutoCAD SHX Text
OXFORD AVE.
AutoCAD SHX Text
OXFORD AVE.
AutoCAD SHX Text
VASSER AVE.
AutoCAD SHX Text
HARVARD AVE.
AutoCAD SHX Text
HARVARD AVE.
AutoCAD SHX Text
STANFORD AVE.
AutoCAD SHX Text
UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
AutoCAD SHX Text
McMUNN
AutoCAD SHX Text
DOROTHY ST.
AutoCAD SHX Text
LAFAYETTE
AutoCAD SHX Text
WELLS ST.
AutoCAD SHX Text
REESE AVE.
AutoCAD SHX Text
ELM PL.
AutoCAD SHX Text
SCOTT ST.
AutoCAD SHX Text
McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
AutoCAD SHX Text
LAKE RD. (TEN MILE)
AutoCAD SHX Text
WOODLAND
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DIXBORO
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PARKRIDGE DR.
AutoCAD SHX Text
WESTHILLS DR.
AutoCAD SHX Text
HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
AutoCAD SHX Text
WOOD RUN
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DIXBORO
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BROOKFIELD CT.
AutoCAD SHX Text
ROARING BROOK DR.
AutoCAD SHX Text
CREKVIEW DR.
AutoCAD SHX Text
BROOKFIELD DR.
AutoCAD SHX Text
DEAN DR.
AutoCAD SHX Text
DEAN CT.
AutoCAD SHX Text
NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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.
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E
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W
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H
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I
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T
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D
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R
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.
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GODFREY
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ST.
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STRYKER ST.
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S
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E
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S
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E
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X
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D
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R
AutoCAD SHX Text
.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
AutoCAD SHX Text
4-7-20 ISSUED FOR BIDS
AutoCAD SHX Text
5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
AutoCAD SHX Text
PROPOSED 12" WATER MAIN
AutoCAD SHX Text
PLAN AND PROFILE
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AS SHOWN
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C-4
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N.H.B.
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E.J.P.
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N.H.B.
AutoCAD SHX Text
R.A.
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PROP. 12" W.M. PROFILE
AutoCAD SHX Text
SCALE: HORZ. 1" = 20' : HORZ. 1" = 20' VERT. 1" = 4'
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
SCALE IN FEET
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1" = 20'
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0
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EXISTING WATER TREATMENT PLANT
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WELL NO. 5
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YERKES DRAIN
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WELL NO. 2
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BACK WASH SURGE TANK
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EXISTING STORAGE TANK
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PROP. HDPE 12" W.M.
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BASEBALL DIAMOND
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2
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GVW
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RIM 912.95
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1
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GVW
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RIM 917.40
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1
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W7
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2
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W7
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PROP. 12" GATE VALVE STA. 0+20
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PROP. 12" GATE VALVE STA. 4+87
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PROP. HDPE 12" W.M.
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NOTE: ALL DUCTILE IRON PIPE IS TO BE CLASS 54. ALL HDPE IS TO BE DR 11, DIPS
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1
N
N
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
AutoCAD SHX Text
PROPOSED
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600,000 GAL WATER TANK
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PLANS AND SECTION
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AS NOTED
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S-1
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R.B.N.
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K.R.K.
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R.B.N.
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R.A.
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PLAN AT EL.911.00
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SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
S-1
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SECTION
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SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
S-1
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TANK
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TANK
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B/EXCAVATION EL.904.00'
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FIN FLOOR EL.911.00'
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T/GRADE EL.918.00'
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TOP PLAN
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SCALE: 1/8" = 1'-0"
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1
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S-1
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TANK
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20'-0" CL (MAX)
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NOTE: FOR EXISTING UTILITIES AND ADJACENT STRUCTURES SEE CIVIL SHEETS.
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FREEBOARD
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SPRINGLINE/ BOTTOM ROOF
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KEY: - CAST IN PLACE CONCRETE - PRESTRESSED CONCRETE - CONCRETE MUDMAT
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
V:\201802\20180233\S\S01plot.dwg
AutoCAD SHX Text
Paredes Eduardo
AutoCAD SHX Text
HRC_OLW_Clr.CTB
AutoCAD SHX Text
5/7/2020 9:22 AM
AutoCAD SHX Text
20180233
AutoCAD SHX Text
APRIL 7 2020
AutoCAD SHX Text
ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
AutoCAD SHX Text
KAY ST.
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SUE ST.
AutoCAD SHX Text
LILLIAN ST.
AutoCAD SHX Text
MARJORIE ANN ST.
AutoCAD SHX Text
SANDRA ST.
AutoCAD SHX Text
VALERIE ST.
AutoCAD SHX Text
UNIVERSITY AVE.
AutoCAD SHX Text
OXFORD AVE.
AutoCAD SHX Text
OXFORD AVE.
AutoCAD SHX Text
VASSER AVE.
AutoCAD SHX Text
HARVARD AVE.
AutoCAD SHX Text
HARVARD AVE.
AutoCAD SHX Text
STANFORD AVE.
AutoCAD SHX Text
UNIVERSITY
AutoCAD SHX Text
HAGADORN ST.
AutoCAD SHX Text
DOROTHY
AutoCAD SHX Text
JEAN ST.
AutoCAD SHX Text
CAMBRIDGE AVE.
AutoCAD SHX Text
McMUNN
AutoCAD SHX Text
DOROTHY ST.
AutoCAD SHX Text
LAFAYETTE
AutoCAD SHX Text
WELLS ST.
AutoCAD SHX Text
REESE AVE.
AutoCAD SHX Text
ELM PL.
AutoCAD SHX Text
SCOTT ST.
AutoCAD SHX Text
McHATTIE ST.
AutoCAD SHX Text
LIBERTY ST.
AutoCAD SHX Text
WASHINGTON AVE.
AutoCAD SHX Text
LENOX ST.
AutoCAD SHX Text
WARREN AVE.
AutoCAD SHX Text
WHIPPLE BLVD.
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CALKINS
AutoCAD SHX Text
LAKE RD. (TEN MILE)
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WOODLAND
AutoCAD SHX Text
DIXBORO
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PARKRIDGE DR.
AutoCAD SHX Text
WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
AutoCAD SHX Text
WOOD RUN
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DIXBORO
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BROOKFIELD CT.
AutoCAD SHX Text
ROARING BROOK DR.
AutoCAD SHX Text
CREKVIEW DR.
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BROOKFIELD DR.
AutoCAD SHX Text
DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
AutoCAD SHX Text
EATON CT.
AutoCAD SHX Text
DEVON CT.
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PRINCETON
AutoCAD SHX Text
STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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.
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.
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E
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W
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H
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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24" EFFLUENT PIPE(FOR INV SEE SHT P-2)
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16" INFLUENT PIPE(FOR INV SEE SHT P-2)
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16" INFLUENT PIPE
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24" EFFLUENT PIPE
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TANK
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2
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S-2
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SONIC SENSOR LEVEL (SEE ELECT SHTS) ACCESS HATCH (SEE NOTE 5, SHT S-2)
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PIPE ALIGNMENT
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PIPE ALIGNMENT
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INSIDE FACE OF WALL
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3
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S-2
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4
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S-2
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7'-9"
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2
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S-2
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1
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S-2
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T/OVERFLOW PIPE EL.941.00'
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T/INFLUENT PIPE EL.931.50'
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(SIM)
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LANDING
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LOW POINT
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EL.908.67
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HIGH POINT
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EL.908.83
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HIGH POINT
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EL.908.83
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LOW POINT
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EL.908.50
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6" FOUNDATIONUNDERDRAIN (FOR DISCHARGE LOCATION, SEE CIVIL SHTS)
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FOUNDATION UNDERDRAIN CONTROL LINE
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
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PROPOSED
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600,000 GAL WATER TANK
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DETAILS AND NOTES
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AS NOTED
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S-2
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S.D.H.
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K.R.K.
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R.B.N.
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R.A.
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\S\S02plot.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:23 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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STRUCTURAL DESIGN CRITERIA 1. GOVERNING DESIGN CODE: MICHIGAN BUILDING CODE (MBC), 2015 EDITION, GOVERNING DESIGN CODE: MICHIGAN BUILDING CODE (MBC), 2015 EDITION, LATEST EDITION 1 PRINTING, ACI 350 (SUPPLEMENTED WITH ACI 372R AND st PRINTING, ACI 350 (SUPPLEMENTED WITH ACI 372R AND ACI 350.3), AWWA D110-13 ASCE 7-10 AND NSF/ANSI 61, LATEST EDITION. 2. ALL DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH SPECIFICATION 3316 AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS DETAILED IN THE GOVERNING CODES AND ASSOCIATED REFERENCED STANDARDS. 3. ALL LOADS PROVIDED ARE NOMINAL LEVEL (UNFACTORED) LOADS AS DEFINED ALL LOADS PROVIDED ARE NOMINAL LEVEL (UNFACTORED) LOADS AS DEFINED IN THE GOVERNING CODE. 4. LIVE LOAD CRITERIA: LIVE LOAD CRITERIA: ROOF: UNIFORM:................................................... 30 PSF 30 PSF CONCENTRATED:......................................... 300 LBS ON 4"x4" AREA 300 LBS ON 4"x4" AREA 5. SNOW LOAD CRITERIA: (MBC 2015) SNOW LOAD CRITERIA: (MBC 2015) GROUND SNOW LOAD, P :................................. 25 PSF g:................................. 25 PSF 25 PSF 6. WIND LOAD CRITERIA: (MBC 2015) WIND LOAD CRITERIA: (MBC 2015) ULTIMATE WIND SPEED, V :...................................................... 120 MPH ULT:...................................................... 120 MPH 120 MPH ALLOWABLE WIND SPEED, V :.................................................. 93 MPH ASD:.................................................. 93 MPH 93 MPH RISK CATEGORY:......................................................................... IV IV WIND IMPORTANCE FACTOR, I :.................................................. 1.0 W:.................................................. 1.0 1.0 WIND EXPOSURE CATEGORY:....................................................... B B 7. SEISMIC LOAD CRITERIA: (MBC 2015) SEISMIC LOAD CRITERIA: (MBC 2015) RISK CATEGORY:......................................................... IV IV SEISMIC IMPORTANCE FACTOR, I :............................. 1.50 E:............................. 1.50 1.50 MAPPED SPECTRAL RESPONSE ACCELERATION, S :.. 8.9%g S:.. 8.9%g 8.9%g MAPPED SPECTRAL RESPONSE ACCELERATION, S :.. 4.4%g 1:.. 4.4%g 4.4%g DESIGN SPECTRAL RESPONSE ACCELERATION, S :.. 0.094g DS:.. 0.094g 0.094g DESIGN SPECTRAL RESPONSE ACCELERATION, S .... 0.074g D1.... 0.074g 0.074g SITE CLASS:................................................................ D .. D D SEISMIC DESIGN CATEGORY:....................................... C . C C
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NOTES: 1. THE CONCRETE WATER TANK SHALL BE CIRCULAR, WIRE AND STRAND THE CONCRETE WATER TANK SHALL BE CIRCULAR, WIRE AND STRAND WOUND, AND PRESTRESSED. 2. THE TANK CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND THE TANK CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THE FOLLOWING: THE CONCRETE WATER TANK SHALL BE CIRCULAR, WIRE AND STRAND WOUND AND PRESTRESSED. THE CORE WALL SHALL BE A TYPE III - PRECAST CONCRETE WITH A STEEL DIAPHRAGM, AS DEFINED IN ANSI / AWWA D110-13. CORE WALL TYPES I, II AND IV SHALL NOT BE ACCEPTABLE. A TANK CONTRACTOR PREQUALIFICATION SUBMITTAL SHALL BE PREPARED AND SUBMITTED IN ACCORDANCE WITH SPECIFICATION 3316, FOR THE OWNER'S AND ENGINEER'S REVIEW. THE OWNER AND ENGINEER SHALL REVIEW, REQUIRE SUPPLEMENTAL DOCUMENTATION, APPROVE OR REJECT THE TANK CONTRACTOR, WITHOUT LEGAL RECOURSE. IN ACCORDANCE WITH SPECIFICATION 3316, THE TANK CONTRACTOR SHALL PREPARE AND SUBMIT DESIGN CALCULATIONS AND DESIGN DRAWINGS, SIGNED AND SEALED BY THE TANK CONTRACTOR'S LICENSED PROFESSIONAL ENGINEER, CURRENTLY REGISTERED IN THE STATE OF MICHIGAN FOR: TANK WALLS AND TANK STRUCTURE, CAST IN PLACE CONCRETE DOME ROOF, CAST IN PLACE - RETAINING WALL FOOTINGS AND MEMBRANE SLAB ON GRADE FOUNDATIONS, PROVIDING SUBGRADE REQUIREMENTS, CAST-IN-PLACE SUMP, INTERIOR AND EXTERIOR ACCESS LADDER AND DOME VENT. ACCESS HATCH REQUIREMENTS SHALL BE AS INDICATED ON SHEETS S-1 AND S-2. THE DOME ROOF AND TANK FOUNDATIONS SHALL BE CAST IN PLACE CONCRETE. BASE RESTRAINT CABLES SHALL BE REQUIRED. INFLUENT PIPING, EFFLUENT PIPING AND OVERFLOW PIPE ALONG WITH MOUNTING BRACKETS AND PIPE SUPPORTS. CONCRETE AND SHOTCRETE MIX DESIGN QUALITY CONTROL PLAN. DISINFECTION PROCEDURE. REMAINING ITEMS IDENTIFIED IN SPECIFICATION 3316. WATERTIGHTNESS TEST ACCESS MANWAY - NOT REQUIRED DOME SAFETY TIE-OFF ANCHORS - MODEL 417 SS D-BOLT ANCHORS BY MILLER FALL PROTECTION OR APPROVED EQUAL AND IN COMPLIANCE WITH MIOSHA/OSHA 1910 STANDARDS. CONNECTED W/SS THR'D ROD (AISI TYPE 316) W/4" EMBED (DRILL & GROUT). COMPLETE SAFETY HARNESS WITH CENTER LADDER SAFETY RAIL CONNECTOR SYSTEM. REFER TO MIOSHA/OSHA 1910. AISI TYPE 316 STAINLESS STEEL SUMP LADDER AND SUMP WALL CONNECTIONS (DRILL & GROUT). DUROMETER PAD DRAWINGS SHALL INCLUDE ALL DESIGN CRITERIA AND LOADINGS INCLUDING SEISMIC. EXTERIOR TANK COATING SYSTEM 3. TANK FOUNDATION SHALL BE DESIGN FOR THE MAXIMUM NET ALLOWABLE TANK FOUNDATION SHALL BE DESIGN FOR THE MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 4. SITE DEWATERING DURING CONSTRUCTION SHALL BE REQUIRED AND SITE DEWATERING DURING CONSTRUCTION SHALL BE REQUIRED AND CONSIST OF CLOSELY SPACED WELL POINTS OR SIMILAR. DEWATERING MEANS AND METHODS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DETAILED DEWATERING PLANS SHALL BE SIGNED AND SEALED BY CONTRACTOR'S LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MICHIGAN. DEWATERING PLANS SHALL BE SUBMITTED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO START OF CONSTRUCTION. 5. ACCESS HATCH AND SONIC LEVEL SENSOR ACCESS HATCH: ACCESS HATCH AND SONIC LEVEL SENSOR ACCESS HATCH: ALUMINUM DOOR LEAF AND FRAME SS AISI TYPE 316 HINGES, HOLD OPEN ARM SLAM LOCK AND ATTACHING HARDWARE. 3'-6" x 3'-6" CLEAR OPENING LIVE LOAD OF AT LEAST 300 PSI CONNECTIONS TO CONCRETE SHALL BE AISI TYPE 316 THR'D ROD W/4" EMBED AND ANCHORED W/HIT HY-200 ADHESIVE INJECTION ADHESIVE BY HILTI. FALL PROTECTION FIBERGLASS GRATING HINGED SYSTEM. MODEL J-3AL BY BILCO OR APPROVED EQUAL. 6. DOME VENT: DOME VENT: 24" CLEAR OPENINGFIBERGLASS VENT COVER FIBERGLASS MESH SCREENED OPENINGS
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SECTION
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SCALE: 3/4" = 1'-0"
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1
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S-1
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FOUNDATION UNDERDRAIN DETAIL
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SCALE: 1" = 1'-0"
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6" CORRUGATED, PERFORATED FDN UNDERDRAIN (NON-WRAPPED)
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SECTION
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2
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S-1
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INTERIOR LADDER & HATCH
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LADDER BRACES AS REQ'D
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MAX
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SECTION
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3
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S-1
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MIN
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CORE WALL
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INSIDE TANK DIAMETER
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NOTE: LADDER, BRACKETS, HARDWARE, CLIPS, ETC SHALL BE STAINLESS STEEL AISI TYPE 316.
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SECTION
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SCALE: 1/2" = 1'-0"
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4
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S-1
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EXTERIOR LADDER DETAIL
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SCALE: 1" = 1'-0"
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18" CL BTWN LADDER STRINGERS
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24" CL BTWN LADDER STRINGERS
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NOTES: GALV LADDER ASSEMBLY AFTER FABRICATION (ASTM A36 & A123) BOTTOM OF LADDER ASSEMBLY - 8' ABOVE FINAL GRADE. MIOSHA/OSHA 1910 COMPLIANT COMPLETE SAFETY HARNESS AND CONNECTORS (SEE NOTES).
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10"
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MAX
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
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EXISTING 1 M GALLON TANK
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REPAIR PLAN, SECTION
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AND DETAILS
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AS NOTED
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S-3
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R.B.N.
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K.R.K.
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R.B.N.
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R.A.
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\S\S03plot.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:24 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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S. LYON WOODS DR.
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GODFREY
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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SECTIONAL PLAN
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SCALE: 1/8" = 1'-0"
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1
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S-3
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SECTION
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1
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S-3
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TANK
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TANK
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FIN FLOOR EL.911.00'
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T/GRADE EL.920.00'
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UNIT
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AMOUNT
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PROPOSED REPAIR TYPE DESCRIPTION
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NOTES: THE QUANTITIES AND REPAIR TYPE DESCRIPTIONS ABOVE ARE PROVIDED FOR CLARIFICATION AND INFORMATION ONLY. THE CONTENTS OF THIS MISCELLANEOUS QUANTITIES TABLE ARE TO BE USED FOR THE CONSTRUCTION BIDDING PROCESS ONLY AND ARE NOT TO BE CONSTRUED AS INDIVIDUAL PAY/BID ITEMS.
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2
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1 M GAL TANK MISCELLANEOUS QUANTITIES
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LS
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CONCRETE COATING, INTERIOR, REPAIR TYPE 3
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1
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SF
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CONCRETE SURFACE, REPAIR TYPE 2
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3
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2
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2
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SPALLED, DETERIORATED, DELAMINATED CONCRETE AREA TO BE REPAIRED AND TO THE LIMITS AS DETERMINED BY THE ENGINEER
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GUNITE OR TROWELABLE GRADE PORTLAND BASED CONCRETE REPAIR MATERIAL "SIKATOP 122 PLUS" OR "SIKATOP 123 PLUS" BY SIKA CORP OR APPROVED EQUAL
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EXISTING & REMOVAL
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PROPOSED
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1/2" DEEP SAWCUT FULL PERIMETER OF CONCRETE AREA TO BE REPAIRED
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DEPTH: 1" OR LESS
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STAINLESS STEEL "MUSHROOM HEADED SPIKE", 1/4" DIA X 3" AT 12" O.C. MAX EA. WAY BY POWERS FASTENERS OR APPROVED EQUAL
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GUNITE OR TROWELABLE GRADE PORTLAND BASED CONCRETE REPAIR MATERIAL "SIKATOP 122 PLUS" OR "SIKATOP 123 PLUS" BY SIKA CORP OR APPROVED EQUAL
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SPALLED, DETERIORATED, DELAMINATED CONCRETE AREA TO BE REPAIRED AND TO THE LIMITS AS DETERMINED BY THE ENGINEER
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REMOVE CONCRETE 3/4" MIN BELOW REINF. SEE NOTES
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EXISTING & REMOVAL
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PROPOSED
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1/2" DEEP SAWCUT FULL PERIMETER OF CONCRETE AREA TO BE REPAIRED
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DEPTH: GREATER THAN 1"
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CONCRETE SURFACE, REPAIR TYPE 2
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"CONCRETE SURFACE, REPAIR TYPE 2" NOTES: 1. REMOVE CONCRETE TO DEPTH AS SHOWN, TAKING CARE NOT TO DAMAGE EXISTING REINFORCEMENT TO REMAIN. REMOVE CONCRETE TO DEPTH AS SHOWN, TAKING CARE NOT TO DAMAGE EXISTING REINFORCEMENT TO REMAIN. INTENTIONALLY ROUGHEN AND THOROUGHLY CLEAN TO CONCRETE SURFACE PROFILE (CSP) 7. EXPOSED REINFORCEMENT SHALL BE CLEANED OF RUST TO BARE METAL IMMEDIATELY BEFORE INSTALLING PATCH MATERIAL. AIRBLAST OR VACUUM AS FINAL STEP TO REMOVE REMAINING FINES PRIOR TO INSTALLING PATCH MATERIAL. APPLY SIKADUR-32, HI-MOD EPOXY BONDING AGENT BY SIKA CORP. OR APPROVED EQUAL, PRIOR TO PATCH PLACEMENT. 2. UPON REMOVING DETERIORATED CONCRETE, IT MAY BE DETERMINED BY ENGINEER THAT A PORTION OF THE EXISTING REINFORCEMENT REQUIRES UPON REMOVING DETERIORATED CONCRETE, IT MAY BE DETERMINED BY ENGINEER THAT A PORTION OF THE EXISTING REINFORCEMENT REQUIRES REPLACEMENT. FOR ANY EXISTING REINFORCEMENT THAT CANNOT BE SALVAGED, REPLACE IN KIND. FOR ALL REINFORCEMENT TO BE REPLACED, DRILL & ADHESIVE ANCHOR INTO EXISTING CONCRETE. EMBEDMENT DEPTH SHALL BE 6" OR PER ADHESIVE ANCHOR MANUFACTURER'S RECOMMENDATIONS FOR GIVEN BAR DIAMETER, WHICHEVER IS GREATER. 3. INCLUDES THE PROVIDING OF ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PERFORM ALL WORK ASSOCIATED WITH THE REMOVAL AND INCLUDES THE PROVIDING OF ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PERFORM ALL WORK ASSOCIATED WITH THE REMOVAL AND OFF-SITE DISPOSAL OF UNSOUND CONCRETE AND THE PROVIDING, INSTALLATION, FINISHING AND CURING OF THE REPAIR MATERIALS AND ALL ASSOCIATED REPAIR ITEMS AS NOTED ABOVE. CONTRACTOR SHALL BE PAID IN FULL FOR ALL COSTS ASSOCIATED WITH THIS WORK AFTER COMPLETION OF THE WORK. ITEMS INCLUDED (NOT PAID FOR SEPARATELY): CONTRACTOR SHALL PROVIDE ALL ACCESS LADDERS, CONFINED SPACE ENTRY EQUIPMENT AND SCAFFOLDING NECESSARY FOR ENGINEER'S DETERMINATION OF LIMITS OF UNSOUND CONCRETE AREAS. REMOVAL AND OFF-SITE DISPOSAL OF ALL UNSOUND, SPALLED, DETERIORATED AND DELAMINATED CONCRETE AREAS. INTENTIONALLY ROUGHEN AND THOROUGHLY CLEAN THE EXISTING CONCRETE SURFACE TO THE SATISFACTION OF THE ENGINEER. PROVIDING, INSTALLATION, FINISHING AND CURING OF ALL PATCHING REPAIR MATERIALS AND METHODS AS INDICATED ABOVE.
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CONCRETE COATING, INTERIOR,
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REPAIR TYPE 3
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"CONCRETE COATING, INTERIOR REPAIR, TYPE 3" NOTES: 1. WATERPROOF COATING SYSTEM SHALL BE APPLIED TO ALL INTERIOR TANK CONCRETE SURFACES AS SHOWN ON WATERPROOF COATING SYSTEM SHALL BE APPLIED TO ALL INTERIOR TANK CONCRETE SURFACES AS SHOWN ON THE PLANS. TOTAL DFT - 60 MILS. 2. WATERPROOF COATING SYSTEM, SHALL BE A FOUR PART SYSTEM: WATERPROOF COATING SYSTEM, SHALL BE A FOUR PART SYSTEM: PART A: PRIME COAT SIKALASTIC PF Lo-Voc PRIMER BY SIKA - SURFACE PREPARE CONCRETE SURFACE AND APPLY IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. PART B: DETAIL COAT, REINFORCED DETAIL COAT AND REINFORCED JOINT DETAIL SHALL BE INSTALLED AT THE LOCATIONS DETERMINED BY THE ENGINEER. IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. RECOMMENDATIONS. PART C: FINISH COAT SIKAGARD 7600 HG APPLIED TO ALL HORIZONTAL AND VERTICAL SURFACES. SIKAGARD 7600 VG APPLIED TO OVERHEAD SURFACES. DFT - 30 MILS. APPLY IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. PART D: FINISH COAT (SAME AS PART C.) - 30 MILS 3. WATERPROOF COATING SYSTEM SHALL BE NSF/ANSI 61 COMPLIANT AND MANUFACTURED BY THE SAME WATERPROOF COATING SYSTEM SHALL BE NSF/ANSI 61 COMPLIANT AND MANUFACTURED BY THE SAME COMPANY. DIFFERENT MANUFACTURERS SHALL NOT BE ACCEPTABLE. 4. SURFACE PROFILE SHALL BE CLEANED AND PREPARED PER MANUFACTURER'S RECOMMENDATIONS. SURFACE PROFILE SHALL BE CLEANED AND PREPARED PER MANUFACTURER'S RECOMMENDATIONS. 5. WATERPROOF COATING SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WATERPROOF COATING SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. APPLICATION SHALL BE INSTALLED BY PRODUCT MANUFACTURERS CERTIFIED INSTALLERS. CONTRACTOR SHALL PROVIDE SUPPORTIVE CERTIFICATION DOCUMENTATION FOR OWNER'S REVIEW PRIOR TO COMMENCING THIS WORK. 6. INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO PERFORM ALL WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO PERFORM ALL WORK ASSOCIATED WITH THE SURFACE PREPARATION OF THE CONCRETE SURFACES AND THE INSTALLATION, FINISHING, AND CURING OF "CONCRETE COATING, INTERIOR, REPAIR TYPE 3." CONTRACTOR SHALL BE PAID FOR ALL COSTS ASSOCIATED WITH THIS WORK AFTER COMPLETION OF THE WORK. ITEMS INCLUDED (NOT PAID SEPARATELY): PREPARE SURFACE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF MANUFACTURE APPROVAL THAT THE SURFACE WAS PREPARED IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDING AND INSTALLATION OF THE WATERPROOF COATING SYSTEM IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS
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(ALL INTERIOR CONCRETE SURFACES)
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(ALL EXPOSED CONCRETE SURFACES)
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CONCRETE COATING, EXTERIOR, REPAIR TYPE 1
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SIKADUR-32, HI-MOD EPOXY BONDING AGENT BY SIKA OR APPROVED EQUAL
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"CONCRETE COATING, EXTERIOR, REPAIR TYPE 1" NOTES: 1. A CONCRETE COATING SYSTEM SHALL BE APPLIED TO ALL EXTERIOR ABOVE GRADE SURFACES. A CONCRETE COATING SYSTEM SHALL BE APPLIED TO ALL EXTERIOR ABOVE GRADE SURFACES. PRIMER, INTERMEDIATE AND FINAL COATING SHALL BE MANUFACTURED BY THE SAME MANUFACTURE. INTERCHANGING BETWEEN DIFFERENT MANUFACTURES SHALL NOT BE PERMITTED. IN ADDITION THE SAME EXTERIOR COATING SYSTEM SHALL BE APPLIED IN BOTH THE EXISTING - 1.0 M GAL AND PROPOSED - 0.6 M GAL TANKS. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PRIMER, INTERMEDIATE AND FINAL COATS: ENVIRO-CRETE SERIES 156 BY TNEMEC INC, DFT OF 4 MILS, EACH LAYER FOR A TOTAL OF 12 MILS, OR APPROVED EQUAL.
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CONCRETE COATING, EXTERIOR, REPAIR TYPE 1
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N N
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PROPOSED VALVE VAULT
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PLAN, SECTION AND
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DETAILS
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AS NOTED
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S-4
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A.D.M./R.B.N.
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K.R.K.
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\S\S04plot.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:27 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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S. LYON WOODS DR.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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SECTION
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SCALE: 1/4" = 1'-0"
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2
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S-4
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SECTION
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SCALE: 1/4" = 1'-0"
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S-4
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PROP. 24" DIP I.E. 907.25'
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TOP PLAN
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SCALE: 1/4" = 1'-0"
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SECTIONAL PLAN
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SCALE: 1/4" = 1'-0"
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S-4
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EXIST. 24" DIP I.E. 907.25'±
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EXIST. 16" DIP I.E. 907.25'±
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PROP. 16" DIP I.E. 903.21'
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EXIST. 24" DIP
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EXIST. 16" DIP
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PROP. 24" DIP
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PROP. 16" DIP
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MH STEPS
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EXIST. 24" DIP
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PROP. 24" DIP
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PROP. 16" DIP
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T/CONC EL.919.50'
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T/SLAB EL.902.50'
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T/CONC EL.919.50'
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T/SLAB EL.902.50'
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5
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S-4
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BM2
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BM1
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BM1
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BM2
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BM1
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BM1
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#6 @ 12" HEF
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#5 @ 12" O.C.
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#7 @ 6" O.C. T&B
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#7 LAP
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DETAIL
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SCALE: 3/4" = 1'-0"
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4
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S-4
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DETAIL
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SCALE: 3/4" = 1'-0"
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DETAIL
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SCALE: 3/4" = 1'-0"
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5
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STIRRUP OUT-OUT
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(3)- #5
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(5)- #7
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(3)- #5
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(5)- #7
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STIRRUP OUT-OUT
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EXTEND INTO BM1 W/STD HOOKS
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EXTEND INTO WALL W/STD HOOKS
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BM1
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BM2
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24" CONC PIPE SUMP PIT
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(TYP)
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6"
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4"
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6"
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4"
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EXTEND INTO WALLS (TYP)
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EXTEND INTO WALLS (TYP)
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NOTE: : BARS EQU SPA WITHIN STIRRUPS
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GAP
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6"
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4"
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CONC CONTOURED FILL (SEE NOTE 17, SHT S-5). +2" AT SUMP +3" AT WALLS
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
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PROJECT NOTES
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AS NOTED
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S-5
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R.B.N.
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K.R.K.
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R.B.N.
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R.A.
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\S\S05plot.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:28 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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GODFREY
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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REINFORCED CONCRETE: 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 350 AND 318 CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 350 AND 318 (LATEST EDITION) AND SPECIFICATION SECTION 3310. 2. CONCRETE SHALL BE SIMILAR TO MDOT CONCRETE GRADE S2 CONCRETE SHALL BE SIMILAR TO MDOT CONCRETE GRADE S2 EXCEPT THAT THE 28 DAY COMPRESSIVE STRENGTH SHALL BE 4000 PSI AND MUDMAT CONCRETE SHALL BE MDOT CONCRETE GRADE S1. THE CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH SPECIFICATION 3310. CONCRETE RESISTANT TO EXCESSIVE EXPANSION CAUSED BY ALKALI-SILICA REACTIVITY (ASR) IS REQUIRED. REFER TO SPEC 3310. 3. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SUBMITTAL SHALL CONTAIN: MIX PROPORTIONS CURRENT CEMENT MANUFACTURER AND GGBFS TEST REPORTS. HISTORICAL TEST DATA WITH STANDARD DEVIATION PER ACI 301 SECTION 4 OR 3 POINT TRIAL BATCH CURVE DATA. FINE AND COARSE AGGREGATE; GRADATION, PHYSICAL TESTS, AND ASTM TEST DATA PERTAINING TO ALKALI SILICA REACTIVITY (ASR) DATA. ADMIXTURE DATA SHEETS. PLANT CERTIFICATION SHEETS. 4. CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR FOR CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR FOR EACH INDIVIDUAL CONCRETE PLACEMENT. ALL TEST RESULTS SHALL BE PERFORMED, FORMALLY COMPILED AND SUBMITTED TO THE OWNER. 5. STEEL REINFORCEMENT SHALL BE NEW BILLET CONFORMING TO ASTM STEEL REINFORCEMENT SHALL BE NEW BILLET CONFORMING TO ASTM A615, GRADE 60 NON-EPOXY COATED. SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL OF ALL STEEL REINFORCEMENT PRIOR TO FABRICATION. STEEL REINFORCEMENT SHALL BE SHOP FABRICATED AND FURNISHED BY A MDOT APPROVED FABRICATOR. FIELD BENDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT PRIOR ENGINEER'S APPROVAL. 6. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND, "THE MANUAL OF STANDARD PRACTICE BY THE CONCRETE REINFORCING STEEL INSTITUTE" (CRSI), LATEST EDITION. 7. PROVIDE KEYWAYS AT CONSTRUCTION JOINTS (C.J.) AS SHOWN ON PROVIDE KEYWAYS AT CONSTRUCTION JOINTS (C.J.) AS SHOWN ON DETAILS. CONSTRUCTION JOINTS AT THE LOCATIONS SHOWN ARE NOT OPTIONAL. ALL CONSTRUCTION JOINTS SHALL INCLUDE A PVC WATERSTOP. 8. A 1/2" x 45 CHAMFER SHALL BE PROVIDED AT EXPOSED EDGES OF A 1/2" x 45° CHAMFER SHALL BE PROVIDED AT EXPOSED EDGES OFALL CONCRETE WALLS, UNLESS OTHERWISE NOTED. 9. SUPPORT BOTTOM LAYER OF MAT REINFORCEMENT FROM CONCRETE SUPPORT BOTTOM LAYER OF MAT REINFORCEMENT FROM CONCRETE FILL WITH REINFORCEMENT CHAIRS OR PRECAST CONCRETE DOBIES. 10. SUPPORT UPPER LAYER OF MAT REINFORCEMENT FROM LOWER SUPPORT UPPER LAYER OF MAT REINFORCEMENT FROM LOWER LAYER OF REINFORCEMENT WITH #4 STANDEES AT 3 FOOT ON CENTER EACH WAY. 11. JOINT WATERPROOFING (JWP) SHALL BE W.R. MEADOWS MEL-ROL OR JOINT WATERPROOFING (JWP) SHALL BE W.R. MEADOWS MEL-ROL OR APPROVED EQUAL. CLEAN AND PRIME SURFACES TO BE WATERPROOFED PER MANUFACTURER'S RECOMMENDATIONS. 12. BACKFILLING ADJACENT TO WALLS SHALL NOT COMMENCE UNTIL BACKFILLING ADJACENT TO WALLS SHALL NOT COMMENCE UNTIL THE WALL AND TOP SLAB CONCRETE HAS REACHED 100% OF ITS REQUIRED 28 DAY COMPRESSIVE DESIGN STRENGTH. 13. BACKFILL - SHALL BE MDOT CLASS IIA STRUCTURE BACKFILL AND BACKFILL - SHALL BE MDOT CLASS IIA STRUCTURE BACKFILL AND PLACED IN 12" LIFTS AND COMPACTED TO AT LEAST 95% MAX DENSITY, AT OPTIMUM MOISTURE CONTENT. 14. STEEL REINFORCEMENT (TYP UNLESS OTHERWISE NOTED) STEEL REINFORCEMENT (TYP UNLESS OTHERWISE NOTED) #5 LAP = 34" #5 STD HOOK (OUT TO OUT) = 1'-0" #6 LAP = 40" #6 STD HOOK (OUT TO OUT) = 1'-2" #7 LAP = 60" #7 STD HOOK (OUT TO OUT) = 1'-6" HORIZONTAL STEEL REINFORCEMENT SHALL BE CONTINUOUS. 15. STEEL REINFORCEMENT COVER: STEEL REINFORCEMENT COVER: PLACED AGAINST EARTH = 3" ALL OTHER = 2" 16. (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE TO THE SPECIFIED HOLE DIAMETER AND EMBEDMENT UNLESS OTHERWISE SHOWN AND ANCHORING REINFORCEMENT WITH STRUCTURAL EPOXY ADHESIVE, HIT-HY200 HIGH STRENGTH INJECTION ADHESIVE SYSTEM BY HILTI CORP. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. MINOR REINFORCEMENT RELOCATION, AS APPROVED BY THE ENGINEER MAY OCCUR WHEN ENCOUNTERING EXISTING REINFORCEMENT. PRODUCT SUBSTITUTION IS NOT PERMITTED. 17. CONTOURED CONCRETE FILL - SHALL INCLUDE POLYPROPYLENE CONTOURED CONCRETE FILL - SHALL INCLUDE POLYPROPYLENE FIBER REINFORCEMENT AT A RATE OF 3.0 LBS/CYD OF CONCRETE. FIBERS SHALL BE GRACE STRUX 90/40 OR APPROVED SUBSTITUTE. FIBERS SHALL BE MIXED INTO THE CONCRETE IN COMPLIANCE WITH THE MANUFACTURER'S MIXING INSTRUCTIONS. 18. TYPE 2 - PIPE PERIMETER DOUBLE WATERSTOP - EACH PIPE FULL TYPE 2 - PIPE PERIMETER DOUBLE WATERSTOP - EACH PIPE FULL PERIMETER, FACE OF WALL TO CENTER OF WATERSTOP - 4 1/2". HYDROPHILIC EXPANDING WATERSTOP "HYDROTITE CJ-0725-3K" BY SIKA/GREENSTREAK OR APPROVED EQUAL. TYPE 1 - SIKA GREENSTREAK PVC MODEL 679. 19. MANHOLE STEPS (MH STEPS) - COPOLYMER POLYPROPYLENE MANHOLE STEPS (MH STEPS) - COPOLYMER POLYPROPYLENE PLASTIC COATING, MODEL PS1-PF BY M.A. INDUSTRIES OR APPROVED EQUAL. VERT SPACING AT 12" AND 12" TO 18" ABOVE FINISHED FLOOR. 20. CONC FLOWABLE FILL - SHALL HAVE A DENSITY OF 80 PCF AND 28 CONC FLOWABLE FILL - SHALL HAVE A DENSITY OF 80 PCF AND 28 DAY COMPRESSIVE STRENGTH OF 150 PSI.
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GENERAL NOTES: 1. ALL CONSTRUCTION MUST CONFORM TO CURRENT MIOSHA SAFETY ALL CONSTRUCTION MUST CONFORM TO CURRENT MIOSHA SAFETY STANDARDS. 2. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT NO DAMAGE SHALL COME TO THE EXISTING FACILITIES, UTILITIES AND ELEMENTS ADJACENT TO HIS WORK. 3. CONTRACTOR TO PROTECT THOSE EXISTING ELEMENTS DESIGNATED CONTRACTOR TO PROTECT THOSE EXISTING ELEMENTS DESIGNATED TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY ELEMENTS DAMAGED DURING CONSTRUCTION. 4. ALL PAVEMENT, SIDEWALKS, DRIVEWAY, SHOULDERS, LANDSCAPING, ALL PAVEMENT, SIDEWALKS, DRIVEWAY, SHOULDERS, LANDSCAPING, DRAINAGE PIPES ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR AT HIS EXPENSE TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 5. EXISTING MONUMENTS AND PROPERTY CORNERS ARE TO BE EXISTING MONUMENTS AND PROPERTY CORNERS ARE TO BE PRESERVED AND PROTECTED. DISTURBED SURVEY MARKERS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL NOT BURN, CUT, DRILL OR MODIFY THE CONTRACTOR SHALL NOT BURN, CUT, DRILL OR MODIFY STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ENGINEER. 7. THE CONTRACTOR'S PREPARATION AND SUBMISSION INFORMATION, THE CONTRACTOR'S PREPARATION AND SUBMISSION INFORMATION, CERTIFICATION, DATA SHEETS, SHOP DRAWINGS, ETC. FOR ENGINEERS APPROVAL OF ALL MATERIALS USED SHALL BE INCLUDED IN THE PROJECT AND SHALL NOT BE PAID FOR SEPARATELY. 8. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 9. THE CONTRACTOR SHALL CALL MISS DIG (800-482-7171) A THE CONTRACTOR SHALL CALL MISS DIG (800-482-7171) A MINIMUM OF 72 HOURS (3 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. 10. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER PRIOR TO CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER PRIOR TO INSTALLATION OR FABRICATION OF ANY COMPONENTS. 11. CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL OWNER REQUIREMENTS AND CONDITIONS. 12. THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION AND SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY THE OWNER. ALL STAGING AND MATERIAL STORAGE SHALL BE COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE CONSTRUCTION ACTIVITIES FROM ADJACENT AREAS THAT ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. 13. SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND PROJECT ENGINEER, SHOP DRAWINGS AND PRODUCT DATA SUBMITTALS FOR ALL PRODUCTS AND COMPONENTS TO BE USED ON THE PROJECT. 14. INSTALL ALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S INSTALL ALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 15. CONTRACTOR IS RESPONSIBLE FOR DEWATERING AND SHALL MAKE CONTRACTOR IS RESPONSIBLE FOR DEWATERING AND SHALL MAKE HIS OWN DETERMINATION OF WATER LEVELS. WATER LEVELS ARE SUBJECT TO CHANGE. CONTRACTOR IS SOLELY RESPONSIBLE FOR HIS DEWATERING MEANS AND METHODS. DEWATERING SHALL BE INCLUDED IN THE PROJECT AND SHALL NOT BE PAID FOR SEPARATELY. 16. FIELD CUTTING OF REINFORCEMENT, WHERE NOTED, SHALL BE CUT FIELD CUTTING OF REINFORCEMENT, WHERE NOTED, SHALL BE CUT BY MECHANICAL MEANS. FLAME CUTTING OF REINFORCEMENT IS NOT ACCEPTABLE. 17. DO NOT USE DRAWING SCALES CONTAINED WITHIN THESE CONTRACT DO NOT USE DRAWING SCALES CONTAINED WITHIN THESE CONTRACT DOCUMENTS. SCALES ARE NOT ACCURATE AND ARE PROVIDED FOR CONVENIENCE ONLY. 18. ACCESS HATCH - ALUMINUM, LOCKABLE, H20 LOADING, SAFETY ACCESS HATCH - ALUMINUM, LOCKABLE, H20 LOADING, SAFETY GRATING AND DIELECTRIC ISOLATION WITH CONCRETE: 36" x 36" CLEAR UNOBSTRUCTED OPENINGS, AASHTO H20 RATED ALUMINUM SAFE HATCH, TYPE J-4ALH20 BY BILCO OR APPROVED EQUAL 19. ISO JT - WILLIAMS EVERLASTIC BLACK CLOSED CELL NEOPRENE ISO JT - WILLIAMS EVERLASTIC BLACK CLOSED CELL NEOPRENE TYPE NN1, SERIES 1040 (ASTM D1056) BY WILLIAMS PRODUCTS OR APPROVED EQUAL. 20. MDOT DENOTES - 2012 MICHIGAN DEPARTMENT OF MDOT DENOTES - 2012 MICHIGAN DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR CONSTRUCTION. 21. SUBGRADE BEARING CAPACITY IN CONTACT WITH THE BOTTOM OF SUBGRADE BEARING CAPACITY IN CONTACT WITH THE BOTTOM OF THE MUDMAT FOR THE VALVE VAULT SHALL BE AT LEAST 2500 PSF. 22. SHOULD EXISTING PIPE DIMENSIONS GEOMETRY AND PLAN LAYOUT SHOULD EXISTING PIPE DIMENSIONS GEOMETRY AND PLAN LAYOUT DIFFER SIGNIFICANTLY FROM THAT SHOWN, CONTRACTOR SHALL NOTIFY ENGINEER AS SOON AS POSSIBLE.
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POLE FOUNDATION
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SCALE: 3/8" = 1'-0"
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LIGHT STD (SEE SHT E-3)
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3"
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12"
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6"
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6'-6"
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\P\p01_PlotVaultSec.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 8:44 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROPOSE PRPCESS
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VAULT SECTIONS
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N.T.S.
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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T/CONC. EL. 920.00'
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PROP. 24" DIP I.E. 907.25
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EXIST. 16" DIP I.E. 907.25'±
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EXIST. 24" DIP I.E. 907.25'±
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PROP. 16" DIP I.E. 916.79
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VAULT PLAN
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APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\P\p02_PlotTank.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:20 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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EATON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROPOSED PROCESS
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TANK PLAN & SECTION
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AS SHOWN
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P-2
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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PLAN AT EL. 911.00
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SECTION
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TANK
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FIN FLOOR EL. 911.00'
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T/GRADE EL. 918.00'
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TANK
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NOTE: FOR EXISTING UTILITIES AND ADJACENT STRUCTURES SEE CIVIL SHEETS.
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24" EFFLUENT PIPEI.E. 906.50'
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16" INFLUENT PIPEI.E. 906.50'
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TANK
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PIPE ALIGNMENT
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T/INFLUENT PIPE EL. 931.50'
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2
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16" OVERFLOWPIPE EL. 913.16'
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16" OVERFLOWPIPE I.E. 908.75'
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
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%%USADDLE SUPPORT
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SADDLE SUPPORT
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24-1/2"
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22-1/2"
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19-1/8"
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17-15/16"
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26"
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24"
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8"
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8"
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18"
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3"
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3"
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3"
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SIZE
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4"
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PIPE
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3"
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A
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B
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16"
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13-1/2"
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13-1/2"
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13-1/2"
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13-1/2"
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9"
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11"
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13-1/2"
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13-1/2"
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11"
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11"
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9"
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9"
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9"
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9"
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9"
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C
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(DIMENSION IN INCHES)
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SCHEDULE A
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NO SCALE
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NOTES: 1. PROVIDE HALF ROUND RIGID PROVIDE HALF ROUND RIGID INSULATION AND MSS TYPE 40 INSULATION PROTECTION SHIELD WHERE PIPING IS INSULATED. 2. FOR BASE, HEIGHT AND FLANGE FOR BASE, HEIGHT AND FLANGE DIMENSIONS, SEE SCHEDULE A. SEE ROOM DESIGNATION FOR MATERIALS TYPE.
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BASE ELBOW (TEE) (DIM IN INCHES)
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DIA.
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23
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VARIES
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VARIES
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VARIES
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5 1/2
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4 7/8
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5
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19
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16
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13 1/2
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11
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9
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7
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6
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12
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10
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8
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36
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30
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18-24
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12-16
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5-6
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B
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A
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PIPE SIZE
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NOTES: 1. ALSO USE FOR SUPPORT OF HORIZONTAL ALSO USE FOR SUPPORT OF HORIZONTAL TEE OR CROSS. 2. SEE ROOM DESIGNATION FOR TYPE OF SEE ROOM DESIGNATION FOR TYPE OF MATERIALS.
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BASE ELBOW (TEE)
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REQUIRED
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SUPPORTS BENT AS
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3/8"X 2" S.S. STRAP
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5/8" S.S. BOLTS
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BOLTS
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5/8" S.S. ANCHOR
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NO SCALE
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L
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LARGER
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PIPES 12" AND
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3/8" S.S. P FOR
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WALL SLEEVE
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TYPE OF FITTING
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SEE PLANS FOR
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NOTES: 1. MSS REFERS TO THE MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY, STANDARD PRACTICE SP-58. 2. PIPE WALL SUPPORT AND PIPE SUPPORT RACK SHALL BE ASSEMBLED WITH CHANNEL PIPE WALL SUPPORT AND PIPE SUPPORT RACK SHALL BE ASSEMBLED WITH CHANNEL FRAMES AND ACCESSORIES AS MANUFACTURED BY UNISTRUT CORP, OR VERSABAR CORP, OR EQUAL, UNLESS SPECIFIED OR NOTED OTHERWISE ON THE DRAWINGS. NONMETALLIC UNLESS SPECIFIED OR NOTED OTHERWISE ON THE DRAWINGS. NONMETALLIC PIPE SUPPORT SYSTEM SHALL BE USED FOR SODIUM HYPOCHLORITE SERVICE (SHC), AS INDICATED IN SPECIFICATIONS SECTION 15060, PROCESS PIPING - GENERAL. 3. FABRICATED PIPE SUPPORT MAY BE USED AS SHOWN IN PIPE SUPPORT RACK DETAIL, OR FABRICATED PIPE SUPPORT MAY BE USED AS SHOWN IN PIPE SUPPORT RACK DETAIL, OR TO SUPPORT PIPE FROM THE FLOOR. 4. BACK PLATES SHALL BE DESIGNED BY THE CONTRACTOR ACCORDING TO WALL TYPES AND BACK PLATES SHALL BE DESIGNED BY THE CONTRACTOR ACCORDING TO WALL TYPES AND THE WEIGHTS INVOLVED. BACK PLATE TO BE SUPPLIED BY BRACKET MANUFACTURER. 5. PIPE HANGERS, SUPPORTS AND BRACKETS ARE SHOWN HERE IN VARIOUS COMBINATIONS PIPE HANGERS, SUPPORTS AND BRACKETS ARE SHOWN HERE IN VARIOUS COMBINATIONS AS GENERAL DETAILS. THE CONTRACTOR SHALL DESIGN THE SUPPORT SYSTEM BASED ON ACTUAL WEIGHTS AND CONDITIONS AS SPECIFIED OR AS SHOWN ON THE CONTRACT DRAWINGS. 6. ALL INSULATED PIPES SHALL USE A SHIELD (MSS TYPE 40) WITH THE APPLICABLE PIPE ALL INSULATED PIPES SHALL USE A SHIELD (MSS TYPE 40) WITH THE APPLICABLE PIPE SUPPORT. 7. MINIMUM OF ONE HANGER PER PIPE SECTION, CLOSE TO JOINT, ON THE BARREL. ALSO AT MINIMUM OF ONE HANGER PER PIPE SECTION, CLOSE TO JOINT, ON THE BARREL. ALSO AT CHANGE IN DIRECTION AND BRANCH CONNECTIONS. 8. RODS AND SPACING ARE BASED ON STANDARD WEIGHT MATERIALS ACCORDING TO MSS RODS AND SPACING ARE BASED ON STANDARD WEIGHT MATERIALS ACCORDING TO MSS SP-69. AND ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL SPACE HIS HANGERS BASED ON ACTUAL CONDITIONS. 9. HOT DIP GALVANIZE ALL SUPPORTS, HANGERS, BRACKETS, ETC. AFTER FABRICATION, HOT DIP GALVANIZE ALL SUPPORTS, HANGERS, BRACKETS, ETC. AFTER FABRICATION, UNLESS SPECIFIED OR NOTED OTHERWISE ON THE DRAWINGS. SPECIFIED OR NOTED OTHERWISE ON THE DRAWINGS. 10. ALL SUBMERGED PIPE SUPPORT SYSTEMS INCLUDING SUPPORTS, CHANNELS, HANGERS, ALL SUBMERGED PIPE SUPPORT SYSTEMS INCLUDING SUPPORTS, CHANNELS, HANGERS, BRACKETS, NUTS, BOLTS, WASHERS, ADHESIVE ANCHORS, THREADED RODS, FABRICATED METAL SUPPORTS, ETC. SHALL BE STAINLESS STEEL TYPE 316, WITH NO EXCEPTIONS. 11. ALL PIPE SUPPORTS MOUNTING HARDWARE SHALL BE STAINLESS STEEL TYPE 316, WITH NO ALL PIPE SUPPORTS MOUNTING HARDWARE SHALL BE STAINLESS STEEL TYPE 316, WITH NO EXCEPTIONS.
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%%USECTION
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%%UPLAN
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1/4
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NO SCALE
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HORIZONTAL PIPE SUPPORT DETAIL
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1/4
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\P\p03_Projectdetails.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:21 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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S. LYON WOODS DR.
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GODFREY
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STRYKER ST.
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S
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E
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S
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E
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X
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D
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R
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.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROJECT DETAILS
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N.T.S.
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P-3
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
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New Valve Vault. Flow Diagram Continued on F-2
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Added in 20180233
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\C\Sheets\C06_FlowSchematic.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:19 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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E
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S
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S
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E
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D
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.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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PROCESS FLOW
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DIAGRAM
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N.T.S.
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F-1
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
VALVE SCHEDULE B
VALVE NO. SIZE TYPE LOCATION
V-1 24" Gate Valve Vault, Tank 1 Effluent
V-2 16" Gate Valve Vault, Tank 2 Influent
V-3 24" Gate Valve Vault, Tank 2 Effluent
V-4 16" Gate Valve Vault, Tank 1 Influent
W7-1 12" Gate McHattie Park
W7-2 12" Gate Near Induced Draft Aerators
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\P\LineDrawingForEGLEMeeting.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:45 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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S. LYON WOODS DR.
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E
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GODFREY
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S
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E
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S
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E
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X
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D
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R
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.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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WETWELL
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PROPOSED TANK TANK 2
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EXISTING TANK TANK 1
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ELEVATED STORAGE TANK
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PROCESS FLOW
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DIAGRAM CONTINUED
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NTS
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F-2
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N.H.B.
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N.H.B. and E.J.P.
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N.H.B.
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R.A.
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PROPOSED PROJECT AREA
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NOTE: OUTSIDE OF THE PROPOSED PROJECT AREA THE LINEWORK SERVES AS A REPRESENTATION OF THE GENERAL FLOW PATH AND DOES NOT SHOW THE CORRECT PIPE LAYOUT. TO SEE THE EXISTING PIPE LAYOUT REFER TO F-1
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OPERATORS
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Electric and Handwheel
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Electric and Handwheel
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Electric and Handwheel
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Electric and Handwheel
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Handwheel
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Handwheel
SO
UT H L
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ON
M A D E I N U S A
CI T Y O
F
E A S T J O R D A N I R O N W O R K S
SANITARY
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171
(TOLL FREE)CALL811.COM or 811
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MAXIMUM TRENCH WIDTH TABLE (IN.)
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PIPE I.D.
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TRENCH WIDTH
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4 -12
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15
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18
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21
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24
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27
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30
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36
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42
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48
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36
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39
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43
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46
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50
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53
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68
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75
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82
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32
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TRENCH
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TRENCH BACKFILL
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TRENCH "A" (SPECIAL)
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TRENCH "B" (STANDARD)
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SUITABLE EXCAVATED MATERIAL (EXCLUDING BLUE CLAY) PLACED IN ONE FOOT LAYERS WITH EACH LAYER COMPACTED BY APPROVED MECHANICAL METHODS TO A DENSITY EQUIVALENT TO THE UNDISTURBED ADJACENT SOIL.
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CIRCULAR PIPE
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NOTE C:
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NOTE D:
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FOR 30" DIA. AND LARGER PIPE, MATERIAL SHOWN THUS SHALL BE PEASTONE.
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NOTE B:
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BELOW A POINT 12" ABOVE THE TOP OF THE PIPE, THE TRENCH WIDTH SHALL PROVIDE A CLEARANCE OF NOT LESS THAN 6" BETWEEN PIPE & TRENCH. TRENCH WIDTH SHALL NOT EXCEED THAT SHOWN IN THE MAXIMUM TRENCH WIDTH TABLE.
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NOTE A:
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90°
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SEE NOTE D
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SEE NOTE A
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SEE NOTE C
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12"
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6" MIN.
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POWER TAMPED 6" LAYERS
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PIPE BEDDING
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SPECIAL
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TRENCH
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BACKFILL
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PIPE BEDDING BACKFILL MATERIALS SHOWN THUS SHALL BE SELECTED EXCAVATED MATERIAL (EXCEPT BLUE CLAY); WHERE TRENCH "A" IS SPECIFIED, SPECIAL TRENCH "A" BACKFILL MATERIAL SHALL BE USED FOR PIPE BEDDING BACKFILL.
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SHEET NO.
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OF
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FOUR (4) CADMIUM COATED "DIA58"DIA
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THREADED STUDS WITH "x2"x1/8"34"x2"x1/8"
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THICK METAL WASHER, "x2"x1/16"34"x2"x1/16"
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THICK NEOPRENE SEALING WASHER &
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NUTS
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WITH FINISH TOP & BOTTOM
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ECCENTRIC REDUCER
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TRANSITION SECTION
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ASTM C478-83 RISER SECTIONS
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WITH MODIFIED GROOVE
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TONGUE JOINTS
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RUBBER GASKET JOINT WITH
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INSIDE JOINT POINTED WITH
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MORTAR OUTSIDE WITH
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APPROVED MATERIAL
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MANHOLE MANUFACTURER
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SHALL INSTALL "DIA12"DIA
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AT PIPE CROWN, FLUSH WITH
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OUTSIDE WALL EXTENDING 3"
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AFTER COMPLETION OF TEST
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PIPE
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GROOVE TONGUE JOINTS &
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WITH STUD INSERTS CAST IN
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PLACE. TOP TO HAVE FINISH
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SURFACE
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MANHOLE STEPS TO BE IN-
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STALLED DURING MH SECTION
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JORDAN 8500, MA INDUSTRIES
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PS-1 OR PS-1-PF POLY-
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PROPYLENE. PLACE STEPS AT
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16"C-C & 45 DEGREES FROM
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CENTER LINE OF SEWER. 3"
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CONC FLOW CHANNEL UP TO
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SPRINGLINE OF PIPE WITH
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PROVIDED TO MAINTAIN
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JOINT FLEXIBILITY
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WEDGE II, OR KOR-N-SEAL
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(WITH STAINLESS STEEL KORBAND)
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FLEXIBLE RUBBER MANHOLE JOINTS.
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NEENAH R-1980-E OR EAST
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CONE SECTION WITH MODIFIED
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2" TO 6" CONCRETE GRADE RINGS
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GALV STEEL PIPE & CAP
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ALL LIFT PIN HOLES SHALL BE GROUTED
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AND FINISHED PRIOR TO BACKFILL
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4" FOR 4'-0" DIA. MANHOLE
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MINIMUM EMBEDDMENT.
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1'-6" FROM PIPE SPRING LINE
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BOTTOM STEP TO BE MAXIMUM
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CLASS II OR 6A AGGREGATE
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SUPPORT PIPES ENTERING OR LEAVING
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MANHOLES BY PLACING GRADE "C" CONCRETE
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(2500 PSI) FILL UNDER PIPE FROM SPRINGLINE
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TO UNDISTURBED SOIL WIDTH TO BE OUTSIDE
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DIAMETER + 12".
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CONCRETE FOOTINGS SHALL BE AS FOLLOWS:
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8" THICK FOR DEPTHS UP TO 25 FEET.
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1'-0" THICK FOR DEPTHS OVER 25 FEET.
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THICKNESS:
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8" TO 18"
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SA-1
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STANDARD PRECAST SANITARY MANHOLE
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CITY OF SOUTH LYON STANDARD
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FRAME & COVER EJIW #1040 AGS
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- SOLID COVER W/ GASKET SEAL
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GEOMEMBRANE W/ ELASTOMETRIL SEAL
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SEE "EXTERIOR SEAL DETAIL" FOR GASKET AND SEALANT INSTALLATION AND MATERIAL REQUIREMENTS
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34"-1 " GAP AT PIPE ENDS14" GAP AT PIPE ENDS
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TOP STEP TO BE 1'-6" MAXIMUM BELOW TOP OF CASTING
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IN NON-LOAD BEARING AREA ONLY
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PRES-SEAL, LINK-SEAL, PRESS
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2" [50mm] LETTERS (RECESSED FLUSH)
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(2) CLOSED PICKHOLES
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1 " [38MM]12" [38MM]
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1040 AGS
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BOTTOM VIEW
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TOP VIEW
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CROSS SECTION
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GROOVE DETAIL
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PICKHOLE DETAIL
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26" DIA. [660 mm]
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14" [6mm] DIA. NEOPRENE GASKET
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STANDARD SANITARY MANHOLE COVER
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SA-11
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.180 [5mm] (Tol. = +.000, -.005)
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1 " [35mm]38" [35mm]
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2 " [57 mm]14" [57 mm]
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1" [25mm]
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EAST JORDAN IRON WORKS EAST JORDAN MICHIGAN MADE IN USA MO/DA/YR
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1" [25mm] LETTERS (RECESSED FLUSH)
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.240 [6mm] (Tol. = +.000, -.005)
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14" [6mm]
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21 " DIA. 12" DIA. [546 mm]
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2 " [64 mm]12" [64 mm]
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1 " [38 mm]12" [38 mm]
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SA-12
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1 " (38.1mm)12" (38.1mm)
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(4) 1" (25.4MM) DIA. HOLES ON 33 " (857.3mm) 34" (857.3mm) BOLT CIRCLE
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7"
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(177.8mm)
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26 " DIA. 14" DIA. (666.8mm)
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24" DIA. (609.6mm)
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26 " (679.5mm)34" (679.5mm)
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39" DIA. (990.6 mm)
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HEAVY DUTY MAT'L. ASTM A48 CL35 MACHINED BEARING SURFACE EJIW 1040 Z FRAME OR APPROVED EQUAL
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STANDARD SANITARY MANHOLE FRAME
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SA-13
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GEOMEMBRANE
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REMOVE GEOMEMBRANE FROM COVER FOLLOWING RESTORATION
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BACKPLASTER AS NOTED BELOW (TYPE M MORTAR)
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ELASTOMERIC SEAL ( " MIN. THICK) 14" MIN. THICK)
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ELASTOMERIC ROPE SET IN WET MORTAR
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BACKPLASTER AS NOTED BELOW (TYPE M MORTAR)
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1"X1" ELASTOMERIC SEAL
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GEOMEMBRANE
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ELASTOMERIC SEAL ( " MIN. THICK) 14" MIN. THICK)
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EXTERIOR SEAL DETAIL GRADE RING TYPE
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EXTERIOR SEAL DETAIL BRICK/BLOCK CHIMNEY TYPE
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SANITARY MANHOLE EXTERIOR SEAL DETAIL
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ST-10
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SANITARY CONSTRUCTION DETAIL - CITY OF SOUTH LYON
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SANITARY CONSTRUCTION DETAIL - CITY OF SOUTH LYON
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SANITARY CONSTRUCTION DETAIL - CITY OF SOUTH LYON
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SANITARY CONSTRUCTION DETAIL - CITY OF SOUTH LYON
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STORM CONSTRUCTION DETAIL - CITY OF SOUTH LYON
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NOTE: WHERE THE MANHOLE FRAME AND CHIMNEY IS EXPOSED (DITCH, SLOPED LAWN ETC...), THE ELASTOMERIC SEALER SHALL BE APPLIED UP TO THE FINISH GRADE ELEVATION ONLY. FOLLOWING RESTORATION, REMOVE GEOMEMBRANE IN EXPOSED AREAS OF CHIMNEY AND FRAME/COVER.
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1" DIA. RUBBER O-RING GASKETS (MIN. DUROMETER 20, MAX. DUROMETER 40)
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BANK RUN SAND MEETING THE REQUIREMENTS OF 1990 M.D.O.T. 8.02.06 "GRANULAR MATERIALS FOR FILL & SUBBASE". CLASS II MATERIALS SHALL BE PLACED IN ACCORDANCE WITH 1990 M.D.O.T. 2.08.10-d-1"CONTROLLED DENSITY METHOD" WITH EACH LAYER COMPACTED TO 95 PERCENT OF MAXIMUM UNIT WEIGHT.
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PIPE BEDDING CUSHION MATERIALS SHOWN THUS SHALL CONSIST OF MEETING THE GRADING REQUIREMENTS OF 1990 MDOT, TABLE 8.02-1, COARSE AGGREGATE 6A, BLAST FURNACE SLAG OR CRUSHED STONE CONTAINING SUFFICIENT SMALLER SIZED AGGREGATE TO PREVENT MIGRATION OF EARTH OR BACKFILL MATERIAL INTO BEDDING MATERIAL & CAREFULLY PREPARED SO THAT THE ENTIRE BOTTOM OF THE PIPE WILL BEAR AGAINST THE CUSHION. THE TYPE & THICKNESS OF THE 14 OF THE PIPE WILL BEAR AGAINST THE CUSHION. THE TYPE & THICKNESS OF THE BEDDING SHALL BE AS REQUIRED TO MAINTAIN CORRECT ALIGNMENT & GRADE & SHALL NOT BE LESS THAN 6". (THIS BEDDING CUSHION SUPERCEDES CUSHION REQUIRED BY THE SPECIFICATIONS.)
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MANUFACTURE. EQUAL TO
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INSIDE. CONTRACTOR TO SEAL
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4" M.D.O.T. GRANULAR MATERIAL
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4'-0" DIA. OR LARGER
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SURFACES. GRADE RINGS ALLOWED
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1. APPLY 1" DIA. RUBBER O-RING GASKET (MIN. DUROMETER 20, MAX. DUROMETER 40) AND 1"X1" ELASTOMERIC "ROPE" ON THE OUTSIDE AND INSIDE OF BLOT HOLES, RESPECTIVELY, CENTERED ON AND PARALLEL TO EXISTING EDGE OF GRADE RINGS OR TOP OF CORBEL SECTION AT LOCATION SHOWN. 2. AFTER GRADE RINGS AND FRAME HAVE BEEN BOLTED DOWN, SEAL THE EXTERIOR CHIMNEY AREA WITH ELASTOMERIC SEALER (1 " MIN. THICKNESS, TROWELABLE GRADE) INCLUDING 14" MIN. THICKNESS, TROWELABLE GRADE) INCLUDING THE JOINTS BETWEEN GRADE RINGS, FRAMES AND CORBEL SECTION. OVERLAP THE CORBEL SECTION (3" BELOW T/CORBEL SECTION) AND FRAME INCLUDING THE BOLTS AS SHOWN. 3. COVER THE ELASTOMERIC SEALER WITH THE GEOMEMBRANE "PONCHO" STYLE, DRAPING OVER FRAME AND COVER, PRIOR TO BACKFILLING.
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1. BACKPLASTER THE EXTERIOR OF THE EXISTING AND/OR NEW CHIMNEY FROM 2" BELOW THE TOP OF CORBEL SECTION TO 2" BELOW TOP OF FRAME ( " MIN. 12" MIN. THICKNESS, TYPE M MORTAR). 2. BACKPLASTER THE INTERIOR OF THE EXISTING AND/OR NEW CHIMNEY ( " MIN. THICKNESS TYPE M MORTAR) 14" MIN. THICKNESS TYPE M MORTAR) FROM 1" BELOW TOP OF CORBEL SECTION TO 1" ABOVE BOTTOM OF FRAME. 3. SET ELASTOMERIC "ROPE" IN WET MORTAR. CAREFULLY PLACE FRAME ON ROPE AND WET MORTAR. 4. BACKPLASTER MORTAR UP OVER FLANGE AS SHOWN, EXTERIOR MORTAR SURFACE SHALL BE FINISHED USING A STEEL TROWEL OR WET BRUSH TO ACHIEVE A UNIFORM AND SMOOTH FINISH. 5. REMOVE ANY DEBRIS AND/OR MORTAR DROPPINGS FROM INTERIOR OF MANHOLE WALL, STEPS, INVERT OR BENCH AS DIRECTED BY THE INSPECTOR. CAREFULLY SET COVER ON FRAME. 6. AFTER MORTAR HAS SET, SEAL EXTERIOR MORTARED AREA WITH ELASTOMERIC SEALER ( " MIN. THICKNESS, 14" MIN. THICKNESS, TROWELABLE GRADE). 7. COVER THE ELASTOMERIC SEALER WITH THE GEOMEMBRANE "PONCHO" STYLE, DRAPING OVER FRAME AND COVER PRIOR TO BACKFILLING.
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STORM SEWER TRENCH, BEDDING AND BACKFILL
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\C\Sheets\C05_SANdetails.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:15 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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R
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S. LYON WOODS DR.
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.
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.
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W
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I
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T
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R
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D
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.
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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STANDARD
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DETAILS
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N.T.S.
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SD-1
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N.H.B.
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E.J.P.
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N.H.B.
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R.A.
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ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION ACTIVITIES.
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NOTICE:
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
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F
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LS
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(APPLY TO ALL DRAWINGS)
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GENERAL ELECTRICAL NOTES:
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1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY CHECK THE FIELD CONDITIONS AND THE EXISTING ELECTRICAL CONDITIONS AND THE EXISTING ELECTRICAL CONDITIONS AND THE EXISTING ELECTRICAL INSTALLATION AND UTILITIES PRIOR TO SUBMITTING HIS BID. PRIOR TO SUBMITTING HIS BID. 2. OTHER PROJECTS ARE, OR MAY BE, UNDER CONSTRUCTION AT THIS OTHER PROJECTS ARE, OR MAY BE, UNDER CONSTRUCTION AT THIS SITE, AND THIS CONTRACTOR SHALL COORDINATE WITH THEM SO AS NOT TO DELAY THEIR SCHEDULES OR IMPEDE THEIR WORK. 3. COORDINATE ALL NEW ELECTRICAL UNDERGROUND WORK WITH NEW COORDINATE ALL NEW ELECTRICAL UNDERGROUND WORK WITH NEW AND EXISTING UNDERGROUND UTILITIES BEFORE INSTALLATION. 4. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A FISH LINE. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A FISH LINE. 5. ALL UNDERGROUND CONDUITS SHALL BE SCHED. 80 P.V.C., EXCEPT ALL UNDERGROUND CONDUITS SHALL BE SCHED. 80 P.V.C., EXCEPT WHERE ENTERING STRUCTURES. UNDERGROUND CONDUITS AND/OR DUCTS SHALL BE RIGID GALVANIZED STEEL WITHIN 10'-0" OF THE STRUCTURE. ALL CONDUITS UNDER BUILDINGS SHALL BE RIGID GALVANIZED STEEL. 6. PROVIDE WATERTIGHT HUBS AT CONDUIT ENTRANCES TO ALL PROVIDE WATERTIGHT HUBS AT CONDUIT ENTRANCES TO ALL ENCLOSURES MOUNTED OUTDOORS AND AT ALL WATERTIGHT (NEMA TYPE 4 & 4X) ENCLOSURES MOUNTED INDOORS. ALL NEMA TYPE 4 & 4X ENCLOSURES, EXCEPT THOSE IN CORROSIVE AREAS, SHALL BE EQUIPPED WITH A DRAIN/BREATHER FITTING. 7. EXPANSION OR EXPANSION/DEFLECTION FITTINGS SHALL BE EXPANSION OR EXPANSION/DEFLECTION FITTINGS SHALL BE PROVIDED FOR ALL CONDUITS CROSSING BUILDING EXPANSION JOINTS. 8. ALL POWER FEEDERS SHALL BE RUN IN INDIVIDUAL CONDUITS, FROM ALL POWER FEEDERS SHALL BE RUN IN INDIVIDUAL CONDUITS, FROM SOURCE TO LOAD, AS INDICATED IN SCHEDULES, WIRING DIAGRAMS, OR BY HOME RUNS ON THE PLANS. 9. ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN FLOORS, ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN FLOORS, ROOFS, AND WALLS. LADDERS UP WALLS SHALL NOT BE CROSSED BY EXPOSED CONDUIT RUNS. PROVIDE THE MINIMUM CLEAR SPACE REQUIRED BY ALL GOVERNING CODES BETWEEN HANDRAILS AND ALL ELECTRICAL ENCLOSURES AND RACEWAYS, WHICH IN NO CASE SHALL BE LESS THAN 1 1/2" CLEAR. 10. GROUND CONDUCTOR SPLICING AND BONDING SHALL BE GROUND CONDUCTOR SPLICING AND BONDING SHALL BE ACCOMPLISHED BY THE USE OF EXOTHERMIC WELDING. 11. PROVIDE A GREEN GROUND CONDUCTOR IN ALL SYSTEMS CONDUITS, PROVIDE A GREEN GROUND CONDUCTOR IN ALL SYSTEMS CONDUITS, EXCEPT INSTRUMENT SIGNAL AND ALARM CONDUITS, INCLUDING BRANCH CIRCUIT CONDUITS FOR LIGHTING AND RECEPTACLES. GROUND CONDUCTOR SIZING SHALL BE PER N.E.C. TABLE 250-95 (MINIMUM) WHERE NOT SIZED ON THE DRAWINGS. 12. ALL THREADED MECHANICAL CONNECTIONS ON ELECTRICAL ALL THREADED MECHANICAL CONNECTIONS ON ELECTRICAL EQUIPMENT (CONDUIT, COUPLINGS, JUNCTION BOXES, ETC.) INSTALLED WITHIN WET AREAS OR OUTDOORS SHALL BE COATED WITH ANTI-SEIZE COMPOUND PRIOR TO INSTALLATION. 13. IN AREAS WITH EXISTING TREES, THE CONTRACTOR SHALL IN AREAS WITH EXISTING TREES, THE CONTRACTOR SHALL CAREFULLY EXCAVATE THE CONDUIT RUNS SO AS NOT TO DAMAGE MAIN ROOTS OF TREES. DO NOT CUT OR REMOVE MAIN ROOTS OF TREES, BUT RUN CONDUIT AROUND ROOTS AS MAY BE REQUIRED BY FIELD CONDITIONS. 14. IN AREAS WHERE ELECTRICAL WORK DISTURBS EXISTING SOD, IN AREAS WHERE ELECTRICAL WORK DISTURBS EXISTING SOD, GROUND SHALL BE REGRADED AS REQUIRED AND SOD SHALL BE REPAIRED OR REPLACED, AS REQUIRED, TO RETURN THE SITE TO A CONDITION MEETING OR EXCEEDING THAT PRIOR TO THE BEGINNING OF WORK. 15. ALL SALVAGED MATERIALS SHALL BE TURNED OVER TO THE OWNER ALL SALVAGED MATERIALS SHALL BE TURNED OVER TO THE OWNER OR DISPOSED OF AS DIRECTED BY THE OWNER.
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CP
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J.B.
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R.G.S.
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W.T.
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W.P.
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SINGLE POLE SWITCH
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COMBINATION STARTER (THREE PHASE)
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DISCONNECT SWITCH (F=FUSED)
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SELECTOR SWITCH
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ULTRASONIC LEVEL TRANSDUCER
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FLOAT SWITCH
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LIGHTING PANEL
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CONTROL PANEL
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JUNCTION BOX
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MOTOR, 1 PHASE
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MOTOR, 3 PHASE
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CONDUIT RUN EXPOSED
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BUILDING GROUND MASS & GROUND CONDUCTOR
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DRIVEN COPPER GROUND ROD, " DIA. X 10'-0" LONG34" DIA. X 10'-0" LONG DIA. X 10'-0" LONG X 10'-0" LONGX 10'-0" LONG 10'-0" LONG10'-0" LONG
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RIGID GALVANIZED STEEL
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WATERTIGHT (NEMA 4)
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ELECTRICAL LEGEND
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W.T.X.
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MCC
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WATERTIGHT, CORROSION RESISTANT (NEMA 4X)
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MOTOR CONTROL CENTER
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GROUND CONDUCTOR
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E
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DIRECT BURIAL CONDUIT
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MOTOR CONTROL CENTER POSITION NUMBER
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WEATHER PROOF (NEMA 3R)
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P
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MANUAL STARTER (SINGLE PHASE; P = PILOT LIGHT)
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C.
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CONDUIT
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GC
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P.V.C.
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SCHED. 40 POLYVINYL CHLORIDE CONDUIT
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TRANSFORMER
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LS
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GRD.
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LIGHTING FIXTURE POLE MOUNTED
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A.F.G.
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ABOVE FINISHED GRADE
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\E\E01_PLOT.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:29 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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S. LYON WOODS DR.
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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ELECTRICAL SITE PLAN
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SCALE: 1" = 20'-0"
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0
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5
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10
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20
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40
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1" = 20'- 0"
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ELECTRICAL SITE PLAN
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AS NOTED
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E-1
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M.J.R.
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E.S.M.
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M.A.O.
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R.A.
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NEW MFR. CABLE, 3/4"C. (TYP. 2)
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2-#12 + #12 GRD., 1"C. TO LP-A
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EXISTING WATER TREATMENT PLANT
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EXISTING GROUND STORAGE TANK NO. 1
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EXISTING PARKING LOT
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NEW GROUND STORAGE TANK NO. 2
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EXIST. WELL NO. 1
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
N
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NAMEPLATE ENGRAVING
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MCP
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WIRE AND CONDUIT
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REMARKS
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DESCRIPTION
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480 V., 3PH., 3 WIRE, 600 AMP. MAIN BUS AND GROUND BUS
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POS. No.
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EXISTING MOTOR CONTROL CENTER "MCC-A" SCHEDULE
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FUSES
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CONN. LOAD
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CONN. AMPS
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A-1
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A-2
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A-3
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A-4
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A-5
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A-6
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A-7
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A-8
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A-9
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A-10
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A-11
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HIGH SERVICE PUMP NO. 1
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HIGH SERVICE PUMP NO. 2
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FOOTING DRAIN SUMP PUMP NO. 1
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HIGH SERVICE PUMP NO. 3
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MAIN CONTROL PANEL
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DEHUMIDIFIER
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LIGHTING PANEL A
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FOOTING DRAIN SUMP PUMP NO. 2
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HIGH SERVICE PUMP NO. 4
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TOTAL CONNECTED LOAD
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A-12
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A-13
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A-17
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ELECTRIC ACTUATORS V-1 & V-2
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EXHAUST FAN EF-2
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WELL HOUSE #5 LP-A
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WELL PUMP #5
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ELECTRIC ACTUATORS V-3 & V-4
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A-14
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SUMP PUMP
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A-15
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PACKAGE POWER UNIT "LPB" CHEMICAL BLDG.
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A-16
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AIR WASH BLOWER MOTOR
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A-18
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AIR COMPRESSOR CONTROL PANEL
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100
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150
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15
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15
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300
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20
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20
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80
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3
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150
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2
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50 HP
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65
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75 HP
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96
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5 HP
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7.6
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5 HP
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7.6
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150 HP
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180
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7 KW
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30 KVA
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36
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150 HP
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180
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3/4 HP
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1.6
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40 HP
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52
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1/2 HP
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1.1
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14.6
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15 KVA
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20 HP
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18
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27
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30
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3-#10 + #10 GRD., 1"C.
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3-#10 + #10 GRD., 1"C.
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PROVIDE NEW BUCKET IN EXIST. SPACE
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PROVIDE NEW 30A FUSES IN EXIST. BUCKET
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30
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A-19
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SPACE
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40
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40
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20
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A-1
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A-2
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A-3
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A-4
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A-5
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A-9
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A-8
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A-6
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A-10
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A-13
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A-11
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A-14
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A-15
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A-16
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A-17
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A-18
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A-19
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A-7
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A-12
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\E\E02_PLOT.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:31 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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/
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S. LYON WOODS DR.
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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ELECTRICAL POWER PLAN
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NO SCALE
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%%UNOTE:
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THE BACKGROUND DRAWING SHOWN HERE IS FROM A PRIOR PROJECT AND DO NOT NECESSARILY DEPICT AS-BUILT CONDITIONS. THE BACKGROUND IS SHOWN FOR REFERENCE ONLY FOR THE PURPOSE OF DEPICTING NEW WORK REQUIRED UNDER CURRENT IMPROVEMENTS PROJECT. NOTES FOR NEW WORK ARE SHOWN BOXED THUS: TO DISTINGUISH THEM FROM TEXT PERTAINING TO THE PRIOR PROJECT. ON THIS BACKGROUND DRAWING ONLY THESE BOXED NOTES APPLY TO ONLY THESE BOXED NOTES APPLY TO THE NEW WORK..
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ELECTRICAL POWER PLAN,
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ELEVATION, & SCHEDULE
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AS NOTED
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E-2
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M.J.R.
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E.S.M.
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M.A.O.
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R.A.
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EXISTING MCC-A ELEVATION
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NO SCALE
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
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%%uWALL PENETRATION DETAIL%%U
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N.T.S.
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CORE DRILL EXIST. WALL
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"LB" FITTING OR CAST 2-GANG BOX WITH GASKETED COVER SUITABLE TO WET LOCATION, SEE SITE PLANS FOR TYPE OF CONDUIT FITTING
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RIGID GALVANIZED STEEL CONDUIT, CONTINUE WITH R.G.S. DOWN EXTERIOR WALL AND TO 5'-0" (MIN.) FROM BLDG., PAINT TO MATCH EXTERIOR TRIM
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SEAL WATERTIGHT WITH NON-METALLIC, NON-SHRINK GROUT
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3/4" R.G.S. CONDUIT TO MCC
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MASONRY WALL
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POLYPROPYLENE PIPE CLAMP (TYP.) FURNISHED BY FLOAT SWITCH MANUFACTURER.
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TANK WALL
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1" DIA. SCHEDULE 80 PVC SUPPORT PIPE LENGTH AS REQUIRED (24" MIN.)
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POLYPROPYLENE FLOAT SWITCH (TYP.)
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NYLON TIE (TYP.)
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HEAVY DUTY FLEXIBLE PVC JACKETED CONTROL CABLES, TO TERMINAL BOX. LOCATED AT TOP OF TANK VERIFY EXACT LENGTH IN FIELD.
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STAINLESS STEEL MOUNTING BRACKET AND CLAMP
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3/8" DIA. STAINLESS STEEL EXPANSION ANCHOR BOLT (2) REQUIRED FOR EACH BRACKET (TYP.)
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ACTUATION POINT
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N.T.S.
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PROPOSED STORAGE TANK FLOAT SWITCH MOUNTING DETAIL
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N.T.S.
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TOP OF TANK
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4" NOZZLE (PART OF TANK)
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ULTRASONIC LEVEL TRANSDUCER
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1" SCHEDULE 80 PVC PIPE
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PVC BLIND FLANGE, TAP AND DRILL FOR REDUCER
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2" X 1 1/2" P.V.C. THREADED REDUCER
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PROPOSED STORAGE TANK LEVEL TRANSDUCER DETAIL
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THERMOPLASTIC LIQUID-TIGHT STRAIN RELIEF CONNECTOR, THOMAS & BETTS 2300 NM SERIES
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TERMINAL BOX
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TO LEVEL TRANSMITTER IN ELECTRICAL ROOM
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A
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B
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C
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L1
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L3
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L2
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GRD.
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1A.
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NO SCALE
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ELECTRIC ACTUATOR
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RTU-DRIVEN INTERPOSING RELAY CONTACT
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RTU-DRIVEN INTERPOSING RELAY CONTACT
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24VDC FUSED POWER
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RTU DISCRETE INPUT
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RTU DISCRETE INPUT
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RTU DISCRETE INPUT
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RTU DISCRETE INPUT
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REMOTE OPEN COMMAND
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REMOTE CLOSE COMMAND
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MONITOR OPEN
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MONITOR CLOSED
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TORQUE OVERLOAD
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IN AUTO
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480V. 3 PH. POWER FROM MCC-A
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(MANUAL OVERRIDE LOCAL/REMOTE SELECTOR SW. BUILT INTO ACTUATOR)
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ELECTRIC ACTUATOR TYPICAL CONNECTION DIAGRAM
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RTU
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#6 BARE GRD. WIRE
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EXOTHERMIC WELD
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3/4" DIA. X 10'-0" GROUND ROD
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CONNECT GROUND WIRE TO GRD. LUG ON POLE
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ANCHOR BOLT COVER
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POLE BASE PLATE
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FINISHED GRADE
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CONDUIT TRANSITION COUPLING
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EXPOSED PORTION OF CONCRETE BASE SHALL BE HAND RUBBED TO PROVIDE A SMOOTH FINISH FREE OF AIR HOLES AND FORM LINES
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HANDHOLE W/COVER 1'-6" ABOVE BASE OF POLE
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P.V.C. CONDUIT BUSHING
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N.T.S.
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ROUND TAPERED ALUMINUM POLE, AS MANUFACTURED BY HAPCO, EQUIPPED WITH VIBRATION DAMPENER
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2'-6"
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3'-0" A.F.G.
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PARKING LOT LUMINAIRE DETAIL
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ANCHOR BOLTS, COORDINATE SIZE WITH POLE MFR.
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FUSES FOR EACH LUMINAIRE SHALL BE ACCESSIBLE THROUGH HANDHOLE
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LUMINAIRE 15'-0" A.F.G.
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(NOTE ALL MOUNTING HARDWARE TO BE STAINLESS STEEL)
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1" PVC CONDUIT
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1" RGS CONDUIT
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FOR FOUNDATION DETAIL, SEE DWG. S-5
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8" HORIZONTAL ARM
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\E\E03_PLOT.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:32 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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S. LYON WOODS DR.
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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ELECTRICAL DETAILS
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NO SCALE
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E-3
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M.J.R.
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E.S.M.
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M.A.O.
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R.A.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
555 HULET DRIVEBLOOMFIELD HILLS, MICH.
P.O. BOX 82448303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrcengr.com
FAX (1st. Floor): (248) 454-6312FAX (2nd. Floor): (248) 454-6359
CITY OF SOUTH LYON
WTP PHASE 1IMPROVEMENTS
N
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IN 0
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IN 1
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IN 2
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IN 3
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IN 4
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IN 5
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IN 6
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IN 7
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IN 8
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IN 9
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IN 10
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IN 11
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IN 12
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IN 13
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IN 14
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IN 15
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COM
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COM
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ELECTRIC ACTUATOR V-1 STATUS OPEN
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ELECTRIC ACTUATOR V-1 STATUS CLOSED
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ELECTRIC ACTUATOR V-1 TORQUE OVERLOAD
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ELECTRIC ACTUATOR V-1 IN AUTO
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ELECTRIC ACTUATOR V-2 STATUS OPEN
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ELECTRIC ACTUATOR V-2 STATUS CLOSED
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ELECTRIC ACTUATOR V-2 TORQUE OVERLOAD
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ELECTRIC ACTUATOR V-2 IN AUTO
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ELECTRIC ACTUATOR V-3 STATUS OPEN
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ELECTRIC ACTUATOR V-3 STATUS CLOSED
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ELECTRIC ACTUATOR V-3 TORQUE OVERLOAD
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0
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1
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2
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3
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OUT 0
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OUT 1
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OUT 2
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OUT 3
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OUT 4
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OUT 5
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OUT 6
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OUT 7
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ELECTRIC ACTUATOR V-1 OPEN COMMAND
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ELECTRIC ACTUATOR V-1 CLOSE COMMAND
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ELECTRIC ACTUATOR V-2 OPEN COMMAND
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ELECTRIC ACTUATOR V-2 CLOSE COMMAND
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ELECTRIC ACTUATOR V-3 OPEN COMMAND
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ELECTRIC ACTUATOR V-3 CLOSE COMMAND
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ELECTRIC ACTUATOR V-4 OPEN COMMAND
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ELECTRIC ACTUATOR V-4 CLOSE COMMAND
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SPARE
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SPARE
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SPARE
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SPARE
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ELECTRIC ACTUATOR V-3 IN AUTO
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ELECTRIC ACTUATOR V-4 STATUS OPEN
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ELECTRIC ACTUATOR V-4 STATUS CLOSED
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ELECTRIC ACTUATOR V-4 TORQUE OVERLOAD
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ELECTRIC ACTUATOR V-4 IN AUTO
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2020 Hubbell, Roth & Clark, Inc. All Rights Reserved
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C
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V:\201802\20180233\E\E04_PLOT.dwg
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Paredes Eduardo
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HRC_OLW_Clr.CTB
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5/7/2020 9:33 AM
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20180233
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APRIL 7 2020
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ORIGINAL PLOT SIZE: LETTER (8.50 X 11.00 INCHES)
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KAY ST.
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SUE ST.
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LILLIAN ST.
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MARJORIE ANN ST.
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SANDRA ST.
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VALERIE ST.
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UNIVERSITY AVE.
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OXFORD AVE.
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OXFORD AVE.
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VASSER AVE.
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HARVARD AVE.
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HARVARD AVE.
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STANFORD AVE.
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UNIVERSITY
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HAGADORN ST.
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DOROTHY
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JEAN ST.
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CAMBRIDGE AVE.
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McMUNN
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DOROTHY ST.
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LAFAYETTE
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WELLS ST.
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REESE AVE.
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ELM PL.
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SCOTT ST.
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McHATTIE ST.
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LIBERTY ST.
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WASHINGTON AVE.
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LENOX ST.
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WARREN AVE.
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WHIPPLE BLVD.
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CALKINS
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LAKE RD. (TEN MILE)
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WOODLAND
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DIXBORO
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PARKRIDGE DR.
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WESTHILLS DR.
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HUNTINGTON DR.
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HIDDEN CREEK DR.
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PRINCETON
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HIDDEN CREEK DR.
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RIDGEFIELD CT.
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WOOD RUN
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DIXBORO
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BROOKFIELD CT.
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ROARING BROOK DR.
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CREKVIEW DR.
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BROOKFIELD DR.
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DEAN DR.
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DEAN CT.
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NINE MILE RD.
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QUAIL CIRCLE
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SWAN DR.
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WESTBROOK DR.
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WESTBROOK DR.
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EATON CT.
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DEVON CT.
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PRINCETON
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STRYKER ST.
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MILL ST.
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C. & O. R/R
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RAIL TRAIL
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RAIL TRAIL
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R
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S. LYON WOODS DR.
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GODFREY
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ST.
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STRYKER ST.
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PROJECT LOCATION
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SOUTH LYON
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3-16-20 90% REVIEW
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4-7-20 ISSUED FOR BIDS
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5-7-20 ISSUED FOR ADDENDUM No. 1ISSUED FOR ADDENDUM No. 1
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SCADA SYSTEM MODIFICATIONS
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AS NOTED
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E-4
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M.J.R.
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E.S.M.
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M.A.O.
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R.A.
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%%UNOTE:
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THE BACKGROUND DRAWING/DETAILS SHOWN HERE ARE FROM A PRIOR PROJECT AND DO NOT NECESSARILY DEPICT AS-BUILT CONDITIONS. THE BACKGROUND/DETAILS ARE SHOWN FOR REFERENCE ONLY FOR THE PURPOSE OF DEPICTING NEW WORK REQUIRED UNDER CURRENT IMPROVEMENTS PROJECT. NOTES FOR NEW WORK ARE SHOWN CLOUDED THUS: TO DISTINGUISH THEM FROM TEXT PERTAINING TO THE PRIOR PROJECT. ON THE REFERENCE DRAWINGS/DETAILS ONLY THESE ONLY THESE CLOUDED NOTES APPLY TO THE NEW WORK..
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GROUND STORAGE TANK NO. 2 LEVEL 0-30 FEET 4-20mA
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TO NEW LEVEL TRANSMITTER
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NOTE: WORK WITHIN CONTROL PANEL TO BE PERFORMED BY UIS. CONTACT KEN WESLEY ([email protected]) SEE SECTION 16950 FOR MORE DETAILS
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SHLD