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TRANSCRIPT
AT VARIOUS LOCATIONS
PAVEMENT REHABILITATION
PW 392-31
FEDERAL AID PROJECT No. STPL - 5038(026)
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TWO WORKING DAYS BEFORE YOU DIG
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L
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L
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D
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Underground Service Alert
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Call: TOLL FREE
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1-800-227-2600
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p:\pw 400-499\pw439-3\delta fair roadway rehabilitation\drawings\delta fair roadway rehab.dwg
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NUMBER
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1
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%%USHEET INDEX
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ANTIOCH
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COUNTY
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ALAMEDA
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MT. DIABLO
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SACRAMENTO
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COUNTY
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CONTRA COSTA COUNTY
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OAKLAND
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SAN FRANCISCO
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BERKELEY
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BAY
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N
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%%UVICINITY MAP
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680
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MARTINEZ
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CROCKETT
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RICHMOND
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80
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24
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4
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SOLANO COUNTY
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PITTSBURG
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WALNUT CREEK
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PLEASANT HILL
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CONCORD
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24
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4
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SAN JOAQUIN COUNTY
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4
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TITLE SHEET
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SHEET
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DESCRIPTION
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S.F.
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Sac.
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L.A.
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S.D.
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CONTRA COSTA COUNTY
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4
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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GENERAL NOTES, TYPICAL SECTIONS AND DETAILS
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2
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CITY OF ANTIOCH
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CAPITAL IMPROVEMENTS DEPARTMENT
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%%UPW 392-31
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SHEETS
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SHEET
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OF
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1
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12
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5
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6
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ST-08 VALLEY GUTTER
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%%USTANDARD CITY DETAILS
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ST-05 SIDEWALK AND INTEGRAL CURB AND GUTTER
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ST-04 MONOLITHIC SIDEWALK, CURB, AND GUTTER
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HANDICAPPED RAMP CASE A AND C
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3
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9
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ST-09 SURVEY MONUMENT
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7
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8
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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2500
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0
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1250
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5000
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7500
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LONE TREE WAY
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GARROW DR
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SOMERSVILLE RD
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E. B. M. U. D.
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EAST TREGALLAS RD
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EMPIRE MINE ROAD
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CONTRA COSTA CANAL
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JAMES DONLON BLVD
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GENTRYTOWN DR
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PUTNAM ST
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E.B.M.U.D.
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DALLAS RANCH RD
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BLACK DIAMOND DR
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FREDERICKSON LN
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MT HAMILTON DR
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ROCKSPRING WAY
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MESA RIDGE DR
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GOLF COURSE RD
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MOKELUMNE DRIVE
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A
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A
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CLAYBURN RD
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JAMES DONLAN BLVD
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CONTRA LOMA BLVD
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G ST
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PUTNAM ST
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LONE TREE WAY
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EAGLE RIDGE DR
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BLUEROCK DR
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LONE TREE WAY
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DEER
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CONTRA COSTA CANAL
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DAVISON DR
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DAVISON DR
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SUNSET LN
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DAVISON DR
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SOMERSVILLE RD
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PITTSBURG-ANTIOCH
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SAN JOAQUIN RIVER
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UNION PACIFIC RAILROAD
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ATHISON TOPEKA & SANTA FE RAILWAY
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CONTRA COSTA CANAL
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DELTA FAIR BLVD
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BUCHANAN RD
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STATE FREEWAY 4
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FAIRVIEW DR
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CONTRA COSTA CANAL
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EBMUD
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DELTA FAIR BLVD
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HIGHWAY
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MC ELHENY RD
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CITY HALL
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W EIGHTEENTH ST
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G ST
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WEST ANTIOCH CREEK
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FITZUREN RD
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BUCHANAN RD
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L ST
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TREGALLAS RD
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O ST
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L ST
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FOURTH ST
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L ST
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EIGHTH ST
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TENTH ST
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FOURTH ST
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G ST
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A.T. & S.F. R.R.
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A.T. & S.F. R.R.
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SIXTH ST
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SECOND ST
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D ST
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E THIRTEENTH ST
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TREGALLAS RD
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CAVALLO RD
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HILLCREST AVE
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FULTON SHIPYARD RD
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WILBUR AVE
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A ST
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MINAKER DR
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STATE HIGHWAY 4
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DEER VALLEY RD
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BALFOUR RD
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FAIRVIEW AVENUE
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E.B.M.U.D.
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CONTRA COSTA CANAL
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VALLEY
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HILLCREST AVE
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PREWETT RANCH RD
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PREWETT RANCH DR
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DEER VALLEY RD
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SAGEBRUSH DR
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ROAD
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COUNTRY HILLS DR
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SAND CREEK ROAD
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FLOOD CONTROL CHANNEL
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LONE TREE WAY
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VISTA GRANDE DR
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LAUREL RD
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CONTRA COSTA CANAL
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VIA DORA DR
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HILLS DRIVE
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COUNTRY
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HILLCREST AVE
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DEERFIELD DR
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WILDFLOWER DR
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HILLCREST AVE
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LARKSPUR DR
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SOUTHERN PACIFIC RAILROAD
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NEROLY RD
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NEROLY RD
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LIVE OAK AVE
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EMPIRE AVE
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EMPIRE AVE
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& SANTA FE RAILWAY
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VIERA AVE
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E EIGHTEENTH ST
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WILLOW AVE
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EAST 18TH ST
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ATCHISON TOPEKA
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SAN JOAQUIN RIVER
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HWY 160
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PHILLIPS LN
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HWY 4
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OAKLEY RD
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LONGVIEW DR.
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STONE PL
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TABORA DR
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BLYTHE DR.
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S ROYAL LINKS DR.
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LONGVIEW DR.
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LAKE
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ALHAMBRA
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E MADILL ST
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LAUREL RD
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SR4 BYPASS
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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HILLCREST AVE. - ROADWAY REHABILITATION PLAN
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DATE
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JOHN D. SAMUELSON, P.E.
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R.C.E. NO. 67734
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EXPIRES
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CITY OF ANTIOCH
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06-30-21
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PUBLIC WORKS DIRECTOR/CITY ENGINEER
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AUGUST, 2020
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10
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DELTA FAIR BLVD./GENTRYTOWN DR.
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ROADWAY REHABILITATION PLAN
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11
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GENTRYTOWN DR. - ROADWAY REHABILITATION PLAN
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12
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GENTRYTOWN DR. - ROADWAY REHABILITATION PLAN
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PROJECT SITE
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PROJECT SITE
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SD-01 REINFORCED CONCRETE STORM DRAIN MANHOLE
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SD-04 CATCH BASIN TYPE "C" (BICYCLE GRATE)
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SD-05 DOUBLE CATCH BASIN TYPE "C" (BICYCLE GRATE)
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ST-02a DRVEWAY APPROACH (RESIDENTIAL)
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ST-02b DRIVEWAY APPROACH (RESIDENTIAL)
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ST-02c DRIVEWAY APPROACH (RESIDENTIAL)
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ST-02d DRIVEWAY APPROACH (RESIDENTIAL)
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ST-03 DRIVEWAY APPROACH (COMMERCIAL)
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ST-12 CURB RAMP LAYOUT 1
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ST-13 CURB RAMP LAYOUT 2
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W-01 WATER VALVE BOX
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CENTRAL CONTRA COSTA SANITARY DISTRICT STANDARD DETAILS
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REVISED DRAWING
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1
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J.L.
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8/11/20
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REVISIONS:
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NO.
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BY
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DATE
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
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PUBLIC WORKS DEPARTMENT
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
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PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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DATE:
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DRAWN BY:
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REVISIONS:
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NO.
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BY
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DATE
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AS BUILT
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DATE ACCEPTED:
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
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DESIGNED BY:
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PUBLIC WORKS DIRECTOR
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/CITY ENGINEER
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PAVEMENT REHABILITATION AT
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VARIOUS LOCATIONS
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HILLCREST AVE.
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PAVEMENT REHABILITATION PLAN
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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AS SHOWN
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2
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12
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PW 392-31
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67734
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AUGUST, 2020
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J. LI
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S. BUENTING
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S. RODRIGUEZ
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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INGRESS AND EGRESS TO PRIVATE PROPERTY
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5. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
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8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SURROUNDING AREA OF
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13. THE CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH A MANNER AS TO NOT INTERFERE OR
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7. THE CONTRACTOR SHALL CONDUCT WORK ALONG ANY SECTION OF THIS PROJECT WHICH IS
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14. THE CONTRACTOR SHALL NOTIFY THE CITY OF ANTIOCH 48 HOURS PRIOR TO REQUIRING
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16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR ANY OTHER
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17. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE APPROVAL OF THE
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OF THE STREET. NO EXISTING PAVEMENT SHALL BE REMOVED UNTIL ALL NECESSARY TRAFFIC
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CONTROL DEVICES HAVE BEEN INSTALLED TO ROUTE TRAFFIC ONTO OTHER PAVED PORTIONS
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SHALL BE PERMITTED TO PASS THROUGH THE CONTRACTOR'S OPERATIONS AT ALL TIMES WITH
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RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
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PROJECT. THESE PLANS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY.
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THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH OF THE UTILITIES
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OBSTRUCTIONS INDICATED WILL BE THE OBSTRUCTIONS ENCOUNTERED. THE CONTRACTOR SHALL
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BLOCK EXISTING DRAINAGE. THE MANNER OF MAINTAINING DRAINAGE SHALL BE APPROVED BY
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DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY, AND SHALL SUBMIT TRAFFIC CONTROL PLANS
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ENGINEER. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED
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2. PUBLIC STREETS SHALL REMAIN OPEN AT ALL TIMES. NO DETOURING WILL BE ALLOWED.
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3. THE CONTRACTOR WILL NOT BE ALLOWED TO ROUTE TRAFFIC ONTO ANY UNPAVED PORTION
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(2) TEN (10) FOOT LANES OR ONE (1) TEN FOOT LANE WITH TWO (2) FLAGGERS AT ALL TIMES.
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6. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE
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NOTIFY U.S.A. (UNDERGROUND SERVICE ALERT) 48 HOURS PRIOR TO ANY EXCAVATION.
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11. ALL POLES, WIRE, CABLES, CONDUITS, PIPELINES, OR OTHER STRUCTURES WITHIN THE
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9. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS AT THE JOB SITE FOR
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15. FOR DETAILS NOT SHOWN ON THESE PLANS, REFER TO THE PROJECT SPECIFICATIONS AND
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4. DURING ALL PHASES OF WORK INCLUDING ASPHALT CONCRETE PAVING PUBLIC TRAFFIC
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10. OBSTRUCTIONS AND UNDERGROUND UTILITIES ARE INDICATED FOR INFORMATION ONLY. IT IS
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12. EXISTING SIDEWALK, CURB AND GUTTER DAMAGED OR DISPLACED BY THE CONTRACTOR'S
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%%UGENERAL NOTES
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THE SITE DUE TO DUST.
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PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION.
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RESULT OF CARELESS OR NEGLIGENT OPERATIONS.
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CONSTRUCTION SAFETY ORDERS. THIS REQUIREMENT SHALL BE MADE TO APPLY
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CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
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PHONE: 1-800-227-2600.
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PROTECTED BY THE CONTRACTOR.
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OPERATION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S
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THE ENGINEER.
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EXPENSE.
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PUBLIC WORKS, AMBULANCE, POLICE AND FIRE DEPARTMENTS.
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SHALL BE ACCESSIBLE WITH MINIMUM INCONVENIENCE TO THE PROPERTY OWNERS.
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OF THE ROADWAY AND SUCH REMOVAL HAS BEEN APPROVED BY THE ENGINEER.
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AS LITTLE INCONVENIENCE AS POSSIBLE. THE CONTRACTOR SHALL MAINTAIN AT LEAST TWO
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PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE
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IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE FOR THE SAFETY OF ALL
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CROSSED BY, OR ADJACENT TO, A PUBLIC UTILITY SUCH AS HIGH POWER LINES, WATER
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CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGE TO SUCH UTILITIES AS A
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ADJACENT TO WORK AREA THROUGHOUT THE PERIOD OF CONSTRUCTION. ALL DRIVEWAYS
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LINES, ETC. IN SUCH A MANNER THAT NO DAMAGE RESULTS TO THESE UTILITIES. THE
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WITH THE APPROPRIATE AGENCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY THAT THE
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WORK AREA BELONGING TO MUNICIPALITIES OR PUBLIC UTILITY CORPORATIONS SHALL BE
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CONSTRUCTION DETAILS.
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INSPECTION SERVICES.
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TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.
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ENGINEER OR SURVEYOR AT THE CONTRACTOR'S EXPENSE.
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%%USTRIPING LEGEND
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STOP
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STOP PAVEMENT MARKING
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A
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12" WHITE THERMOPLASTIC
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PAVEMENT STRIPE
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No.
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CALTRANS STRIPING DETAIL
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TYPE IV ARROW
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BIKE LANE MARKING
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TYPE VII ARROW
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TO REMAIN
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(E) ELECTROLLIER
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2% MIN.
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GUTTER TO REMAIN
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(E) CURB AND
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(VARIES) AREA OF CAPE SEAL
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10'
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6" AC PLUG
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CAPE SEAL
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B.W.
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C
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L
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(E) MEDIAN (VARIES)
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2% MIN.
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LANDSCAPING
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(E) SIDEWALK &
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TO REMAIN
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GUTTER TO REMAIN
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(E) CURB AND
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TO REMAIN
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(E) SIDEWALK &
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LANDSCAPING
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B.W.
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10'
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%%UTYPICAL STREET SECTION FOR HILLCREST AVE.
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N.T.S.
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BASE TO REMAIN
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EXISTING ROADWAY
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(VARIES) AREA OF 6" GRIND AND AC PLUG
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(VARIES) AREA OF 6" GRIND AND AC PLUG
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(VARIES) AREA OF CAPE SEAL
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(VARIES) AREA OF 4" GRIND AND PLUG AND CAPE SEAL
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10'
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R/W
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2% MIN.
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LANDSCAPING
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(E) SIDEWALK &
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TO REMAIN
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GUTTER TO REMAIN
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(E) CURB AND
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BASE TO REMAIN
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EXISTING ROADWAY
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10'
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R/W
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LANDSCAPING
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(E) SIDEWALK &
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TO REMAIN
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2% MIN.
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%%UTYPICAL STREET SECTION FOR DELTA FAIR BLVD./GENTRYTOWN DR.
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N.T.S.
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C
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L
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4" AC PLUG
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CAPE SEAL
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No.
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Exp.
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R
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E
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L
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I
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V
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I
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C
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O
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O
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A
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I
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N
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R
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O
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F
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I
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L
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A
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C
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F
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O
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E
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T
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A
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T
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S
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R
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E
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E
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N
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I
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G
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N
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E
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L
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A
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N
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O
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I
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S
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S
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E
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F
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O
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R
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P
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D
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E
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T
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G
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E
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R
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67422
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12-31-20
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8/2020
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%%ULEGEND
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CITY OF ANTIOCH WATER VALVE
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EXISTING MANHOLE
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EXISTING MONUMENT
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EXISTING ELECTROLLIER (STREET LIGHT)
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TRAFFIC SIGNAL LOOP DETECTORS
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PAVEMENT CONFORM LINE
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EXTENTS OF CAPE SEAL
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EXTENT OF 6" GRIND AND AC PLUG
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RIGHT-OF-WAY LINE
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EXTENT OF 4" GRIND AND AC PLUG
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B
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12" YELLOW THERMOPLASTIC
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PAVEMENT STRIPE
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REVISED DRAWING
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1
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J.L.
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STOP
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CENTER OF RAMP
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5.5'
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50'
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A
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%%UTYPICAL STOP BAR MARKING
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N.T.S.
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8'-0"
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4
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200'-0"
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INTERSECTION
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6" WHITE LINE
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%%UINTERSECTION LINE
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N.T.S.
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%%UBIKE LANE
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%%UDETAIL 39A
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22
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8'
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8/11/20
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- PAVEMENT FABRIC
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- 2" AC
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- 4" AC
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- 10" AGGREGATE BASE
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- 16" AGGREGATE SUB-BASE
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(EXISTING ROADWAY SECTION)
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CONSTRUCT NEW HC RAMP
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SEE SHEET 3 FOR DETAILS
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
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1.67" TO 2.35"
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CENTER TO
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CENTER SPACING
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%%URAISED TRUNCATED DOME (IN-LINE)
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%%UPATTERN DETECTABLE WARNING SURFACE
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PUBLIC WORKS DEPARTMENT
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
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PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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DATE:
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DRAWN BY:
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REVISIONS:
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NO.
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BY
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DATE
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AS BUILT
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DATE ACCEPTED:
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
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DESIGNED BY:
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PUBLIC WORKS DIRECTOR
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/CITY ENGINEER
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PAVEMENT REHABILITATION AT
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VARIOUS LOCATIONS
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NEW CURB RAMP DETAILS
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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AS SHOWN
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3
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12
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PW 392-31
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67734
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AUGUST, 2019
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J. LI
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S. BUETING
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S. RODRIGUEZ
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4'-2" MIN.
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LANDING
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%%UNOTE:
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RAMP SHOWN AT
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CENTER OF 30' RETURN
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9% MAX.
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9% MAX.
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7.5% MAX.
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1 % 12 % MAX.
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%%UCURB RAMP CASE B
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%%UPLAN
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%%UPLAN
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SCALE: 1/4" = 1'
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STREET
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DETECTABLE WARNING
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SURFACE PANEL
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6" RETAINING CURB
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IF NECESSARY
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1.5% MAX.
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%%UCURB RAMP CASE C
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%%USECTION B-B
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SCALE: 1/2" = 1'
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SCALE: 1/4" = 1'
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MODIFY IRRIGATION AND
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LANDSCAPING BEHIND
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RAMP AS NECESSARY
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~
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VARIES 4' (MIN.) SIDEWALK
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REMOVE AND REPLACE
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SAWCUT AT CONCRETE
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TO EXISTING SIDEWALK
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B
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B
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VARIES 4' (MIN.) SIDEWALK
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RAISED TRUNCATED DOME
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DETECTABLE WARNING
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SURFACE PANEL TO BE
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~
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1'-6"
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CURB AND GUTTER
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R/W LINE
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%%UNOTE:
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RAMP SHOWN AT
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CENTER OF 30' RETURN
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7.5% MAX.
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2% MAX.
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BACK OF
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SIDEWALK
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SIDEWALK
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BACK OF
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R/W LINE
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2% MAX.
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WET SET ON NEW
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CONCRETE RAMP
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1.5% MAX.
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RAMP
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REMOVE AND REPLACE
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7.5% MAX.
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RETAINING CURB AT
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EDGE OF SIDEWALK
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5' (MIN.)
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INCLUDING #4 x 18" LONG
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DOWELS @ 18" O.C.
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ARMOR-TILE PART No.
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ADA-C-3660-(*)
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OR APPROVED EQUAL
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RAISED TRUNCATED DOME
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DETECTABLE WARNING
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SURFACE PANEL TO BE
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WET SET ON NEW
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CONCRETE RAMP
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ARMOR-TILE PART No.
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ADA-C-3648-(*)
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OR APPROVED EQUAL
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* FOR COLOR SEE NOTE
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THREE ON THIS SHEET
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* FOR COLOR SEE NOTE
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THREE ON THIS SHEET
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(SEE NOTE 4)
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LIMIT OF PAY ITEM PER S.F.
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FOR CURB RAMP
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VARIES
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VARIES
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LIMIT OF PAY ITEM PER S.F.
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FOR CURB RAMP
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VARIES 4' MIN. SIDEWALK
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1'-6"
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GUTTER
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JOINT AND CONFORM
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SAWCUT AT CONCRETE
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TO EXISTING SIDEWALK
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INCLUDING #4 x 18" LONG
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DOWELS @ 18" O.C.
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(SEE NOTE 4)
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JOINT AND CONFORM
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SAWCUT AT CONCRETE
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TO EXISTING SIDEWALK
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INCLUDING #4 x 18" LONG
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DOWELS @ 18" O.C.
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(SEE NOTE 4)
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JOINT AND CONFORM
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6' (MIN.)
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VARIES 4' (MIN.) SIDEWALK
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1'-6"
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CURB AND GUTTER
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6' (MIN.)
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A
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A
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R/W LINE
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10' R/W (TYP)
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1- % TYP 12% TYP 2%MAX
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BACK OF
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SIDEWALK
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SIDEWALK
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BACK OF
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R/W LINE
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1 % TYP 12% TYP TYP 2% MAX
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VARIES 4' MIN. SIDEWALK
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1'-6"
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GUTTER
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VARIES
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RAMP 5' MIN.
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VARIES
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~
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%%USECTION A-A
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1'-6"
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STREET
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THE ENGINEER
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RETURN OR AS DIRECTED BY
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%%uNOTE:%%U LOCATION TO BE AT CENTER OF
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6'-0" RAMP (MIN.)
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4'-2" LANDING (MIN.)
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1 1/2 % MAX.
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5% MAX.
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DETECTABLE WARNING
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SURFACE PANEL
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SCALE: 1/2" = 1'
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6" RETAINING CURB
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IF NECESSARY
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4" CLASS III CONCRETE
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4" CLASS II AGGREGATE BASE
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7.5% MAX.
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7.5% MAX.
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1. CURB RAMPS SHALL HAVE A DETECTABLE WARNING
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SURFACE THAT EXTENDS THE FULL WIDTH AND
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3'-0" DEPTH OF THE RAMP. DETECTABLE WARNING
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SURFACES SHALL CONFORM TO THE DETAILS ON
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THIS PLAN
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2. THE EDGE OF THE DETECTABLE WARNING SURFACE
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NEAREST THE STREET SHALL BE BETWEEN 6" AND
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8" FROM THE GUTTER FLOWLINE
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FEDERAL YELLOW (COLOR No. 33538)
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3. DETECTABLE WARNING PANEL SHALL BE ARMOR-TILE
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%%UGENERAL NOTES:
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TO BE DETERMINED IN THE FIELD BY THE ENGINEER.
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4. LIMITS OF SAWCUT AND CONFORM TO EXISTING SIDEWALK
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No.
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Exp.
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I
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C
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O
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A
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I
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N
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F
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I
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A
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E
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A
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T
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S
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R
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E
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E
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N
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I
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G
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N
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E
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L
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A
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N
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O
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I
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S
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S
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E
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F
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O
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P
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D
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E
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T
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S
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I
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G
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E
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R
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67422
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12-31-20
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8/2020
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4" CLASS III CONCRETE
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4" CLASS II AGGREGATE BASE
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REVISED DRAWING
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1
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J.L.
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8/11/20
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
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STOP
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WILDFLOWER DR
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HILLCREST AVE
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12+00
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11+00
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10+00
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9+00
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8+00
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7+00
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6+00
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5+00
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4+00
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3+00
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2+00
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1+00
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0+00
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HILLCREST AVE
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25+00
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24+00
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23+00
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22+00
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21+00
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20+00
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19+00
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18+00
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17+00
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16+00
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15+00
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14+00
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13+00
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PUBLIC WORKS DEPARTMENT
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
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PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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DATE:
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DRAWN BY:
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REVISIONS:
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NO.
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BY
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DATE
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AS BUILT
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DATE ACCEPTED:
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
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DESIGNED BY:
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PUBLIC WORKS DIRECTOR
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/CITY ENGINEER
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PAVEMENT REHABILITATION AT
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VARIOUS LOCATIONS
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HILLCREST AVE.
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PAVEMENT REHABILITATION PLAN
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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1" = 40'
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4
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12
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PW 392-31
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67734
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AUGUST, 2020
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J. LI
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S. BUENTING
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S. RODRIGUEZ
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8'
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12'
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12'
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12'
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12'
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12'
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8'
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8'
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12'
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12'
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8'
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12'
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12'
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8'
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12'
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12'
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12'
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12'
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8'
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12'
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12'
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8'
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12'
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12'
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12'
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8'
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12'
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12'
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12'
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8'
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8'
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12'
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12'
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12'
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12'
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8'
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8'
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12'
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12'
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12'
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12'
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5'
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8'
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12'
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12'
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12'
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12'
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8'
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12'
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8'
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12'
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12'
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12'
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12'
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5'
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11'
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A
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39A
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9
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39
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39
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39
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9
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A
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A
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9
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37B
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39
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39A
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38
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38
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A
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38
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39
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9
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9
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39
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9
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39
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9
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39A
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39
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9
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39
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9
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39A
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39
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9
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9
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39
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38
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39
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9
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38A
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A
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3'
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A
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A
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22
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38
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22
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38
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67422
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12-31-20
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8/2020
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REVISED DRAWING
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1
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J.L.
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38A
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39
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38A
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38A
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37B
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9
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8/11/20
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
MA
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HILLCREST AVE
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STOP
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TERRACE VIEW AVE.
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39+00
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38+00
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37+00
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36+00
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35+00
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34+00
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33+00
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32+00
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31+00
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30+00
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28+00
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26+00
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BELLFLOWER DR
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CONTRA COSTA CANAL
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VIA DORA DR
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52+00
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50+00
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49+00
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48+00
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45+00
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44+00
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43+00
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42+00
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41+00
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40+00
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
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AS BUILT
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
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DESIGNED BY:
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PUBLIC WORKS DIRECTOR
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/CITY ENGINEER
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PAVEMENT REHABILITATION AT
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VARIOUS LOCATIONS
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HILLCREST AVE.
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PAVEMENT REHABILITATION PLAN
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5
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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AS SHOWN
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6
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12
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PW 392-31
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AUGUST, 2020
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J. LI
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S. BUENTING
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S. RODRIGUEZ
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12'
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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AS SHOWN
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7
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12
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S. RODRIGUEZ
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39A
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115+00
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114+00
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113+00
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112+00
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106+00
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AutoCAD SHX Text
p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
PW 392-31
AutoCAD SHX Text
67734
AutoCAD SHX Text
AUGUST, 2020
AutoCAD SHX Text
J. LI
AutoCAD SHX Text
S. BUENTING
AutoCAD SHX Text
S. RODRIGUEZ
AutoCAD SHX Text
8'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
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12'
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8'
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12'
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8'
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12'
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12'
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8'
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12'
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8'
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12'
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12'
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12'
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8'
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12'
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8'
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12'
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12'
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12'
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8'
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12'
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8'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
8'
AutoCAD SHX Text
38
AutoCAD SHX Text
A
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
39
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
A
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
39A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
39A
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
A
AutoCAD SHX Text
38
AutoCAD SHX Text
22
AutoCAD SHX Text
A
AutoCAD SHX Text
38
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38
AutoCAD SHX Text
39
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9
AutoCAD SHX Text
22
AutoCAD SHX Text
A
AutoCAD SHX Text
38
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A
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39A
AutoCAD SHX Text
38
AutoCAD SHX Text
39
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8'
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12'
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12'
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12'
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12'
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8'
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39
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39A
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No.
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AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
67422
AutoCAD SHX Text
12-31-20
AutoCAD SHX Text
8/2020
AutoCAD SHX Text
39A
AutoCAD SHX Text
39A
AutoCAD SHX Text
REVISED DRAWING
AutoCAD SHX Text
1
AutoCAD SHX Text
J.L.
AutoCAD SHX Text
39
AutoCAD SHX Text
8/11/20
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
MA
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E "J" - S
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8
AutoCAD SHX Text
LONE TREE WAY
AutoCAD SHX Text
HILLCREST AVE
AutoCAD SHX Text
145+00
AutoCAD SHX Text
144+00
AutoCAD SHX Text
143+00
AutoCAD SHX Text
142+00
AutoCAD SHX Text
141+00
AutoCAD SHX Text
140+00
AutoCAD SHX Text
139+00
AutoCAD SHX Text
138+00
AutoCAD SHX Text
137+00
AutoCAD SHX Text
136+00
AutoCAD SHX Text
135+00
AutoCAD SHX Text
134+00
AutoCAD SHX Text
133+00
AutoCAD SHX Text
132+00
AutoCAD SHX Text
HILLCREST AVE
AutoCAD SHX Text
PUBLIC WORKS DEPARTMENT
AutoCAD SHX Text
CAPITAL IMPROVEMENTS DIVISION
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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DRAWN BY:
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REVISIONS:
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BY
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DATE
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AS BUILT
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
/CITY ENGINEER
AutoCAD SHX Text
PAVEMENT REHABILITATION AT
AutoCAD SHX Text
VARIOUS LOCATIONS
AutoCAD SHX Text
HILLCREST AVE.
AutoCAD SHX Text
PAVEMENT REHABILITATION PLAN
AutoCAD SHX Text
p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
PW 392-31
AutoCAD SHX Text
67734
AutoCAD SHX Text
AUGUST, 2020
AutoCAD SHX Text
J. LI
AutoCAD SHX Text
S. BUENTING
AutoCAD SHX Text
S. RODRIGUEZ
AutoCAD SHX Text
8'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
8'
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
39
AutoCAD SHX Text
WALMART SHOPPING CENTER
AutoCAD SHX Text
LONE TREE LANDING SHOPPING CENTER
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8'
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12'
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12'
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12'
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8'
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12'
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12'
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12'
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12'
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12'
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12'
AutoCAD SHX Text
9M
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38
AutoCAD SHX Text
38
AutoCAD SHX Text
39A
AutoCAD SHX Text
9
AutoCAD SHX Text
38A
AutoCAD SHX Text
39
AutoCAD SHX Text
9
AutoCAD SHX Text
38
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38
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38
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No.
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AutoCAD SHX Text
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R
AutoCAD SHX Text
67422
AutoCAD SHX Text
12-31-20
AutoCAD SHX Text
8/2020
AutoCAD SHX Text
38A
AutoCAD SHX Text
38A
AutoCAD SHX Text
38A
AutoCAD SHX Text
REVISED DRAWING
AutoCAD SHX Text
1
AutoCAD SHX Text
J.L.
AutoCAD SHX Text
8/11/20
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
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SOMERSVILLE ROAD
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DELTA FAIR BLVD.
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SAN JOSE DR.
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DELTA FAIR BLVD.
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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10+00
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11+00
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12+00
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BUCHANAN ROAD
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LOPEZ DR
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E. B. M. U. D.
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MADRID LN
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STOP
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KEEP
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CLEAR
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SLOW
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SCHOOL
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XING
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TRAIL
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XING
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TRAIL
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XING
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SLOW
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SCHOOL
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XING
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13+00
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22+00
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24+00
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25+00
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PUBLIC WORKS DEPARTMENT
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
AutoCAD SHX Text
PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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REVISIONS:
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
/CITY ENGINEER
AutoCAD SHX Text
PAVEMENT REHABILITATION AT
AutoCAD SHX Text
VARIOUS LOCATIONS
AutoCAD SHX Text
DELTA FAIR BLVD./GENTRYTOWN DR.
AutoCAD SHX Text
PAVEMENT REHABILITATION PLAN
AutoCAD SHX Text
p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
PW 392-31
AutoCAD SHX Text
67734
AutoCAD SHX Text
AUGUST, 2020
AutoCAD SHX Text
J. LI
AutoCAD SHX Text
S. BUENTING
AutoCAD SHX Text
S. RODRIGUEZ
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
A
AutoCAD SHX Text
12'
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12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
14'
AutoCAD SHX Text
38A
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9
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20'
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20'
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20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
14'
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14'
AutoCAD SHX Text
12'
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
22
AutoCAD SHX Text
38
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
37B
AutoCAD SHX Text
9
AutoCAD SHX Text
32
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38
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
22
AutoCAD SHX Text
No.
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Exp.
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S
AutoCAD SHX Text
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AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
67422
AutoCAD SHX Text
12-31-20
AutoCAD SHX Text
8/2020
AutoCAD SHX Text
9
AutoCAD SHX Text
22
AutoCAD SHX Text
REVISED DRAWING
AutoCAD SHX Text
1
AutoCAD SHX Text
J.L.
AutoCAD SHX Text
22
AutoCAD SHX Text
37B
AutoCAD SHX Text
22
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
9
AutoCAD SHX Text
38
AutoCAD SHX Text
9
AutoCAD SHX Text
A
AutoCAD SHX Text
22
AutoCAD SHX Text
STA. 9+43.74
AutoCAD SHX Text
8/11/20
ANTI CH
C A L I F O R N I A
OPPORTUNITY LIVES HERE
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AutoCAD SHX Text
BAKER CT
AutoCAD SHX Text
GENTRYTOWN DR
AutoCAD SHX Text
WASHINGTON WY
AutoCAD SHX Text
JOHNSON DR
AutoCAD SHX Text
SEQUOIA DR
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
26+00
AutoCAD SHX Text
27+00
AutoCAD SHX Text
28+00
AutoCAD SHX Text
29+00
AutoCAD SHX Text
30+00
AutoCAD SHX Text
31+00
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32+00
AutoCAD SHX Text
33+00
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34+00
AutoCAD SHX Text
35+00
AutoCAD SHX Text
36+00
AutoCAD SHX Text
37+00
AutoCAD SHX Text
38+00
AutoCAD SHX Text
39+00
AutoCAD SHX Text
PED
AutoCAD SHX Text
XING
AutoCAD SHX Text
PED
AutoCAD SHX Text
XING
AutoCAD SHX Text
GENTRYTOWN DR
AutoCAD SHX Text
JEFFERSON WY
AutoCAD SHX Text
REDWOOD DR
AutoCAD SHX Text
CANAL PARK
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PUTNAM ST
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
XING
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
XING
AutoCAD SHX Text
39+00
AutoCAD SHX Text
40+00
AutoCAD SHX Text
41+00
AutoCAD SHX Text
42+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
47+00
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
CONTRA COSTA CANAL
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
PUBLIC WORKS DEPARTMENT
AutoCAD SHX Text
CAPITAL IMPROVEMENTS DIVISION
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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C.E.
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DATE:
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DRAWN BY:
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REVISIONS:
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NO.
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BY
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DATE
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE ACCEPTED:
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INSPECTED BY:
AutoCAD SHX Text
AS BUILT REVISIONS:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
FILE LOCATION/NAME:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PUBLIC WORKS DIRECTOR
AutoCAD SHX Text
/CITY ENGINEER
AutoCAD SHX Text
PAVEMENT REHABILITATION AT
AutoCAD SHX Text
VARIOUS LOCATIONS
AutoCAD SHX Text
GENTRYTOWN DR.
AutoCAD SHX Text
PAVEMENT REHABILITATION PLAN
AutoCAD SHX Text
p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
AutoCAD SHX Text
1" = 40'
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
PW 392-31
AutoCAD SHX Text
67734
AutoCAD SHX Text
AUGUST, 2020
AutoCAD SHX Text
J. LI
AutoCAD SHX Text
S. BUENTING
AutoCAD SHX Text
S. RODRIGUEZ
AutoCAD SHX Text
20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
22
AutoCAD SHX Text
20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
22
AutoCAD SHX Text
20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
22
AutoCAD SHX Text
A
AutoCAD SHX Text
20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
22
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22
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22
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20'
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20'
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22
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12-31-20
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8/2020
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REVISED DRAWING
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1
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J.L.
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A
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8/11/20
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57+00
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58+00
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63+00
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64+00
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65+00
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72+00
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STOP
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GENTRYTOWN DRIVE
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PUBLIC WORKS DEPARTMENT
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CAPITAL IMPROVEMENTS DIVISION
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SCALE:
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PUBLIC WORKS
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PROJECT NO.
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APPROVED BY:
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SHEET
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OF
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SHEETS
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DATE:
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DATE
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DATE ACCEPTED:
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INSPECTED BY:
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AS BUILT REVISIONS:
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DATE:
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BY:
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FILE LOCATION/NAME:
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CHECKED BY:
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DESIGNED BY:
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PUBLIC WORKS DIRECTOR
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/CITY ENGINEER
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PAVEMENT REHABILITATION AT
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VARIOUS LOCATIONS
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GENTRYTOWN DR.
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PAVEMENT REHABILITATION PLAN
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p:\pw300-399\pw392-31\drawings\pw392-31 pavement rehabilitation at various locations.dwg
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AS SHOWN
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12
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12
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PW 392-31
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67734
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AUGUST, 2020
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22
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A
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22
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A
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22
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20'
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20'
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A
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A
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A
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25'
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A
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22
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22
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19'
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12'
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38
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22
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67422
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12-31-20
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8/2020
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REVISED DRAWING
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1
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J.L.
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22
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22
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8/11/20