⠀㐀 㠀尩 253-5173PUMP STATION LAYOUTDEMOLITION OF … · 2019-12-27 · saratoga- sunnyvale...
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Transcript of ⠀㐀 㠀尩 253-5173PUMP STATION LAYOUTDEMOLITION OF … · 2019-12-27 · saratoga- sunnyvale...
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SARATOGA- SUNNYVALE RD
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STATE ROUTE 85
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PROSPECT RD
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S DE ANZA BLVD
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STEVENS CREEK BLVD
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CITY OF CUPERTINO
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CITY OF SAN JOSE
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CITY OF SARATOGA
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HILL
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PLEASANT
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CONTRA COSTA CO.
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SAN PABLO
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580
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PLEASANTON
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LIVERMORE
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COUNTY
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ALAMEDA
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WALNUT CREEK
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580
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UNION CITY
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FREMONT
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LAFAYETTE
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24
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ORINDA
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SAN
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238
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LORENZO
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92
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FOSTER CITY
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580
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HAYWARD
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880
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SAN LEANDRO
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MORAGA
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101
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SANTA CLARA
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COUNTY
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880
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SANTA
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CLARA
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CAMPBELL
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SARATOGA
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VIEW
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MOUNTAIN
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ALTOS
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LOS
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101
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ATHERTON
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280
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STANFORD
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PALO
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ALTO
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CRUZ
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SANTA
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CUPERTINO
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SUNNYVALE
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SAN
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JOSE
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680
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MILPITAS
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NEWARK
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OAKLAND
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80
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BELMONT
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MATEO
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SO SAN FRANCISCO
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BURLINGAME
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SAN BRUNO
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MILLBRAE
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SAN
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BRISBANE
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80
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CITY
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SAN
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SAN
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MATEO
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COUNTY
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GREGORIO
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SAN
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HALF MOON BAY
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REDWOOD
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PARK
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PESCADERO
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LA HONDA
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WOODSIDE
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REDWOOD
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CARLOS
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ALAMEDA
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BERKELEY
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ALBANY
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EMERYVILLE
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580
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LARKSPUR
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SAN
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TIBURON
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VALLEY
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MILL
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SAUSALITO
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MARIN
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CITY
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MADERA
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SAN
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MONTARA
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PACIFICA
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CORTE
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CITY
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COLMA
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LINDA MAR
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MOSS BEACH
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280
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DALY
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FRANCISCO
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COUNTY
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FRANCISCO
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EL GRANADA
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MORGAN
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85
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17
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87
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HILL
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237
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92
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PROJECT LOCATION
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7/19/2019
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MTCo JOB No. :
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DATE :
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DESIGNED BY :
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CU-19104
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DRAWN BY :
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BP
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REVISIONS
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DESCRIPTION
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DATE
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DATE
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REGISTERED CIVIL ENGINEER
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OF
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WORK ORDER No.
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CONTRACT No.
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PROSPECT PUMP STATION REHABILITATION TITLE SHEET
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CIVIL
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69302
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6/30/2020
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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SHEET INDEX
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SHEET #
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DESCRIPTION
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SHEET NAME
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1
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TITLE SHEET
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T-1
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2
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GENERAL NOTES
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G-1
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3
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PUMP STATION LAYOUT
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L-1
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4
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DEMOLITION OF EXISTING PIPING
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C-1
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5
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EXISTING DRYWELL - PIPING & PUMPS
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C-2
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6
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EXISTING WETWELLS - PIPING & MANHOLES
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C-3
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7
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PUMP DETAILS
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C-4
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8
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6" FORCE MAIN
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C-5
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9
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PATHWAY & CONCRETE PAD
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C-6
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10-12
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TRAFFIC CONTROL PLANS
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TH-1 - TH-3
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13
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CONSTRUCTION DETAILS
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SD-1
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14
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BEST MANAGEMENT PRACTICES
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EC-1
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15-19
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ELECTRICAL PLANS
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E-1 - E-5
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CUPERTINO SANITARY DISTRICT CUPERTINO, CALIFORNIA
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PROSPECT PUMP STATION REHABILITATION CAPITAL IMPROVEMENT PROJECT
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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VICINITY MAP
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SCALE: 1" = 1000'
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BENJAMIN T. PORTER
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LOCATION MAP
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SCALE: NTS
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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CU-19104
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BP
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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19
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WORK ORDER No.
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CONTRACT No.
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2
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G-1
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PROSPECT PUMP STATION REHABILITATION GENERAL NOTES
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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GENERAL NOTES
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1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING: ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING: 1.1. PROJECT MANUAL TITLED "PROSPECT PUMP STATION REHABILITAITON CAPITAL PROJECT MANUAL TITLED "PROSPECT PUMP STATION REHABILITAITON CAPITAL IMPROVEMENT PROJECT" 1.2. APPLICABLE SECTIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION APPLICABLE SECTIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, HEREIN REFERRED TO AS 'CALTRANS'. 1.3. CUSD STANDARD PLANS, THESE PLANS & DETAILS, AND STANDARD SPECIFICATIONS. CUSD STANDARD PLANS, THESE PLANS & DETAILS, AND STANDARD SPECIFICATIONS. 2. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE. THE ELEVATIONS OF MANY EXISTING UTILITIES, INCLUDING UNDERGROUND GAS, ELECTRICAL, TELEPHONE/COMMUNICATIONS, AND WATER ARE UNKNOWN. 3. EXISTING PIPE SIZES AND MATERIAL WERE TAKEN FROM FIELD MARKINGS AND RECORD EXISTING PIPE SIZES AND MATERIAL WERE TAKEN FROM FIELD MARKINGS AND RECORD DRAWINGS. WHERE MATERIAL OF EXISTING UTILITY IS CRITICAL, CONTRACTOR SHALL VERIFY THE SIZE AND MATERIAL OF UTILITY. 4. ALL EXCAVATION BACKFILL AND PAVEMENT SECTIONS WITHIN STREET RIGHT-OF-WAY SHALL ALL EXCAVATION BACKFILL AND PAVEMENT SECTIONS WITHIN STREET RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENGINEER OF THE PUBLIC AGENCY HAVING JURISDICTION AND DISTRICT STANDARD SPECIFICATIONS AND DETAILS. IN CASE OF CONFLICT BETWEEN PUBLIC AGENCY AND DISTRICT, AGENCY'S REQUIREMENTS SHALL TAKE PRECEDENCE. 5. DISTRICT WILL OBTAIN ENCROACHMENT PERMITS FROM CITIES OF SARATOGA AND CUPERTINO DISTRICT WILL OBTAIN ENCROACHMENT PERMITS FROM CITIES OF SARATOGA AND CUPERTINO AND PROVIDE THEM TO THE CONTRACTOR. A COPY SHALL BE ON THE JOB DURING CONSTRUCTION. 6. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF TWO AND ONE HALF (2.5) FEET FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF TWO AND ONE HALF (2.5) FEET ABOVE THE TOP OF THE PIPE ELEVATION BY METHODS THAT WILL NOT DAMAGE THE PIPE OR TWO (2) SLURRY MIX. FILL MATERIAL MUST ATTAIN A MINIMUM OF NINETY FIVE (95) PERCENT RELATIVE COMPACTION IN PAVEMENT AREAS IN ACCORDANCE WITH THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. 7. THE DISTRICT ENGINEER SHALL BE NOTIFIED TWO (2) WORKING DAYS IN ADVANCE OF THE DISTRICT ENGINEER SHALL BE NOTIFIED TWO (2) WORKING DAYS IN ADVANCE OF STARTING CONSTRUCTION. 20863 STEVENS CREEK BOULEVARD, SUITE 100, CUPERTINO, CA 95014 (408)253-7071. 8. MANHOLE CASTINGS SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH THE MANHOLE CASTINGS SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CUPERTINO SANITARY DISTRICT OR AS DIRECTED BY THE DISTRICT ENGINEER. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF CONSTRUCTION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF CONSTRUCTION DEBRIS ENTERING THE EXISTING SANITARY SEWER SYSTEM DUE TO THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT AND THE CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE RELEASE OF CONSTRUCTION DEBRIS INTO THE EXISTING SANITARY SEWER SYSTEM DUE TO THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF A SEWAGE SPILL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF A SEWAGE SPILL ASSOCIATED WITH THE CONTRACTOR'S ACTIVITIES AND SHALL PAY ALL COSTS ASSOCIATED WITH THE RELEASE OF SEWAGE INTO SURFACE DRAINAGE SYSTEM AND DOWNSTREAM SURFACE WATERS. 11. ACCESS FOR PEDESTRIANS AND VEHICLES SHALL BE PROVIDED AT ALL TIMES UNLESS ACCESS FOR PEDESTRIANS AND VEHICLES SHALL BE PROVIDED AT ALL TIMES UNLESS APPROVED IN WRITING BY THE DISTRICT ENGINEER. 12. SANITARY SEWER MANHOLES AND CLEANOUTS SHALL BE MARKED WITH "SANITARY" OR SANITARY SEWER MANHOLES AND CLEANOUTS SHALL BE MARKED WITH "SANITARY" OR "SANITARY SEWER". 13. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THE PLANS. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE THEIR WORK SO IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE THEIR WORK SO AS TO ELIMINATE CONFLICTS AND WORK TOWARD THE GENERAL GOOD AND COMPLETION OF THE ENTIRE PROJECT. 15. ALL WORKMANSHIP AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE THE KIND AND ALL WORKMANSHIP AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE THE KIND AND QUALITY DESCRIBED IN THE SPECIFICATIONS AND SHALL BE FIRST CLASS THROUGHOUT. NEITHER FINAL ACCEPTANCE NOR FINAL PAYMENT BY THE DISTRICT SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. 16. IN THE EVENT OF ANY CONFLICT OF INFORMATION SHOWN ON THESE PLANS OR ANY IN THE EVENT OF ANY CONFLICT OF INFORMATION SHOWN ON THESE PLANS OR ANY CONFLICT BETWEEN THESE PLANS AND THE INTENT OF A CONSISTENT AND FUNCTIONAL PRODUCT, THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING, UPON WHICH NOTICE THE DISTRICT SHALL RESOLVE THE CONFLICTS BY THE ISSUANCE OF A WRITTEN ORDER, REVISED PLANS OR BOTH. THE CONTRACTOR SHALL BEAR FULL COST AND RESPONSIBILITY FOR WORK AFFECTED BY SUCH CONFLICTS AND PERFORMED BY CONTRACTOR PRIOR TO SUCH NOTICE TO THE DISTRICT AND ISSUANCE OF SUCH ORDER AND/OR REVISED PLANS. 17. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY THE DISTRICT. NO VISIBLE AIRBORNE PARTICLES WILL BE ALLOWED AT ANY TIME DURING CONSTRUCTION. 18. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES, OR SURFACE IMPROVEMENTS OR TO ANY EXISTING DRAINAGE STRUCTURE, WATER STRUCTURE, SEWER CLEANOUTS, MANHOLES, OR JUNCTION BOXES FOR UNDERGROUND ELECTRIC, GAS, TELEPHONE, CABLE TV, STORM, SANITARY, WATER, OR OTHER UTILITIES WHICH ARE TO REMAIN IN PLACE AND SHALL BEAR FULL COST AND RESPONSIBILITY FOR ANY DAMAGE THERETO. 19. ALL CONTRACTORS SHALL CONTACT BOTH UNDERGROUND SERVICE ALERT USA 811 AND THE ALL CONTRACTORS SHALL CONTACT BOTH UNDERGROUND SERVICE ALERT USA 811 AND THE AFFECTED UTILITY COMPANIES PRIOR TO STARTING WORK TO REQUEST AND OBTAIN THE MARKING OF EXISTING UNDERGROUND UTILITIES. EXCAVATION FOR UNDERGROUND FACILITIES SHALL NOT BE PERMITTED PRIOR TO CONTACTING UNDERGROUND SERVICE ALERT AND VERIFICATION OF ALL OTHER EXISTING UTILITY LOCATIONS NOT INCLUDED IN USA LOCATION SERVICES. 20. IN CONFORMANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR IN CONFORMANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS BOTH THE DISTRICT AND ENGINEER FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DISTRICT. 21. CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING FACILITIES DURING THE COURSE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING FACILITIES DURING THE COURSE OF CONSTRUCTION. THIS INCLUDES EXISTING SIDEWALK, CURB, STORM CATCH BASIN, STORM DRAIN PIPE, TRAFFIC SIGNAL BOX, AND STRUCTURES ON ADJACENT PRIVATE PROPERTY. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGE TO THE EXISTING FACILITIES TO THE DISTRICT INSPECTOR AND APPROPRIATE MEASURES WILL BE TAKEN TO REPAIR OR REPLACE THE DAMAGED ITEM. 22. CONTRACTOR SHALL PERFORM WORK WITH THE LEAST AMOUNT OF DISRUPTION TO THE CONTRACTOR SHALL PERFORM WORK WITH THE LEAST AMOUNT OF DISRUPTION TO THE RESIDENTS. 23. ASPHALT TO CONFORM TO SECTION 39 "HOT MIX ASPHALT" OF STATE STANDARD ASPHALT TO CONFORM TO SECTION 39 "HOT MIX ASPHALT" OF STATE STANDARD SPECIFICATIONS; TYPE A WITH 1/2" MAXIMUM, MEDIUM GRADATION, UNLESS OTHERWISE NOTED. 24. PORTLAND CEMENT CONCRETE SHALL CONFORM TO CLASS A, WITH A MINIMUM 28 DAY PORTLAND CEMENT CONCRETE SHALL CONFORM TO CLASS A, WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 25. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE BEEN INSPECTED BY THE DISTRICT INSPECTOR AS APPROVED BY THE ENGINEER IN CHARGE OF CONSTRUCTION. 26. EDGE OF EXISTING PAVEMENT SHALL BE TACK COATED PRIOR TO CONSTRUCTION OF NEW EDGE OF EXISTING PAVEMENT SHALL BE TACK COATED PRIOR TO CONSTRUCTION OF NEW PAVEMENT. 27. ALL EXISTING FACILITIES SHALL BE ADJUSTED TO FINISHED GRADE AS DIRECTED BY THE ALL EXISTING FACILITIES SHALL BE ADJUSTED TO FINISHED GRADE AS DIRECTED BY THE DISTRICT INSPECTOR. MANHOLES, WATER VALVE BOXES, CLEAN OUT FRAMES AND COVERS SHALL BE BROUGHT TO FINISHED GRADE BY THE CONTRACTOR AFTER PAVING IS COMPLETED. 28. MATERIALS FOR PIPE, MANHOLES AND CLEANOUTS AND INSTALLATION PROCEDURES SHALL BE MATERIALS FOR PIPE, MANHOLES AND CLEANOUTS AND INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE DISTRICT'S STANDARD SPECIFICATIONS AND THESE PLANS AND DETAILS SHOWN HEREIN. 29. ALL TRENCH EXCAVATION AND BACKFILL FOR SEWER LINES SHALL CONFORM TO THE ALL TRENCH EXCAVATION AND BACKFILL FOR SEWER LINES SHALL CONFORM TO THE REQUIREMENTS OF LOCAL JURISDICTION'S STANDARD SPECIFICATIONS. JETTING OF BACKFILL MATERIALS TO ACHIEVE COMPACTION IS NOT ALLOWED. 30. ALL TRENCHES AND EXCAVATION SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE ALL TRENCHES AND EXCAVATION SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION.
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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7/19/2019
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DESCRIPTION
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DISPLAY
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LEGEND
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EXISTING SANITARY SEWER MAIN PROPOSED SANITARY SEWER MAIN SANITARY SEWER MANHOLE EXISTING STORM DRAIN EXISTING WATER EXISTING NATURAL GAS EXISTING ELECTRICAL PROPOSED ELECTRICAL EXISTING OVERHEAD STREET CENTERLINE EXISTING RIGHT OF WAY EXISTING EASEMENT STREET ALIGNMENT
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MH
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305.3
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SIGN
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CONC.
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DI
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NEW 4' MH
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SARATOGA-SUNNYVALE ROAD
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PROSPECT ROAD
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'DA' LINE
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S DE ANZA BLVD
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T-203 EXIST SSMH RIM 303.89' INVERT 289.74'
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12" VCP SS
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10" CIP SSFM
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8" VCP SS & 6" ACP SSFM
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22.25" FKCL WATER
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PROSPECT RD
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8" HIGH PRESSURE GAS
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4" HIGH PRESSURE GAS
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96-STRAND FIBER OPTIC
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8" VCP SS
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SSMH #1 INSTALL 4' DIAMETER SSMH
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POTHOLE #6 WATER (303.68' RIM)
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CONSTRUCT 223' 6" SSFM
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POTHOLE #5 GAS - 300.34' TO TOP
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POTHOLE #1 WATER - 303.65' TO TOP
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POTHOLE #2 GAS - 301.58' TO TOP
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POTHOLE #4 WATER - 300.54' TO TOP
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POTHOLE #3 GAS - 301.68' TO TOP
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EXISTING WETWELLS REHABILITATION
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CONSTRUCT PEDESTRIAN PATH
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REMOVE & REPLACE CONCRETE SIDEWALK
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EXISTING DRYWELL REHABILITATION
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INSTALL ELECTRICAL CABINET AND ELECTRICAL SYSTEM PAD
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B.W.
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F.C.
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EX. GUTTER
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EX. ESMT
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EX. PL
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PG&E SERVICE
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INSTALL 5' DIAMETER SS MANHOLE
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INSTALL 4' DIAMETER SS MANHOLE
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'PR' LINE
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"DA" LINE STA 7+34.24 "PR" LINE STA 0+00.00
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8" GAS
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REMOVE & REPLACE CONCRETE SIDEWALK
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12" WATER
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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ED
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1"=10'
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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No.
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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3
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L-1
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PROSPECT PUMP STATION REHABILITATION PUMP STATION LAYOUT
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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A
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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10
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0
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20
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10
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GRAPHIC SCALE
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1"=10'
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NOTES
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ITEM NO.
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DESCRIPTION OF WORK
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REFERENCE SHEETS
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1
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INSTALL 6" HDPE BY DIRECTIONAL DRILLING, MANHOLE, AND BY-PASS VAULT
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C-5 AND C-6
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2
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INSTALL ALL ELECTRICAL WORK, NEW CABINETS, AND CONNECTION TO DRYWELL AND WETWELLS
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E-1 - E-6 AND C-6 FOR PAD
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3
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INSTALL NEW 5' DIAMETER SANITARY SEWER MANHOLE
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C-3
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4
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INSTALL NEW 4' DIAMETER SANITARY SEWER MANHOLE
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C-5 AND C-6
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5
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REHABILITATE EXISTING DRYWELL - REMOVAL OF ALL MECHANICAL SYSTEMS, REPLACING WITH NEW, AND 3 NEW PUMPS
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C-1 AND C-2
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6
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REHABILITATE EXISTING WETWELLS - REMOVAL OF ALL MECHANICAL SYSTEMS AND REPLACING WITH NEW, INSTALLING PVC DOWN- SPOUTS, AND NEW CONNECTIONS BETWEEN 2 WETWELLS
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C-1 AND C-3
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7
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CONSTRUCT PEDESTRIAN PATH
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C-6
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8
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REMOVE AND REPLACE CONCRETE SIDEWALK
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C-6
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B
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B
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A
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A
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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ED
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1"=40'
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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4
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C-1
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PROSPECT PUMP STATION REHABILITATION DEMOLITION OF EXISTING PIPING
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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SECTION A-A
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PUMP STATION DRYWELL
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SCALE: 1"=20'
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SECTION B-B
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PUMP STATION DRYWELL &WETWELL
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SCALE: 1"=40'
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B
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B
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C
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C
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E
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E
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D
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D
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A
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A
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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CD
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1"= 2.5'
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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5
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C-2
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PROSPECT EXISTING DRYWELL - PIPING & PUMPS
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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SECTION D-D
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SECTION E-E
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SECTION A-A
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SECTION C-C
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SECTION B-B
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E
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MH
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MH
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MH
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POLE
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CONC.
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CONC.
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DI
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NEW FM. SEE SHEET C-5
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EX 6" FM & 8" VCP
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EX 10" FM
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EX 12" VCP
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PROSPECT RD
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S DE ANZA BLVD
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A
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A
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EX. 12' VCP
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EX. 8' VCP
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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ED
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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6
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C-3
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PROSPECT PUMP STATION REHABILITATION EXIST. WETWELLS - MH & PIPING
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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69302
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SECTION A-A
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NEW MANHOLES
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1.SEE INSIDE DROP MH DETAIL TO THE RIGHTSEE INSIDE DROP MH DETAIL TO THE RIGHT
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NOTES:
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SCALE: NOT TO SCALE
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SCALE: 1" = 10'
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LAYOUT
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SCALE: 1" = 2.5'
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WETWELL LAYOUT
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SCALE: 1" = 2.5'
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WETWELL PROFILE
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SCALE: NOT TO SCALE
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INSIDE DROP DETAIL
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1. SIZING FOR TEE: SIZING FOR TEE: 1.1. 8" DROP FROM NEW MH #2 - 8"x12"x12" TEE 8" DROP FROM NEW MH #2 - 8"x12"x12" TEE 1.2. 8" DROP FROM NEW REROUTED SEWER - 8"x12"x12" TEE 8" DROP FROM NEW REROUTED SEWER - 8"x12"x12" TEE 1.3. 12" DROP FROM 12" VCP MAIN - 12"x12"x12" TEE12" DROP FROM 12" VCP MAIN - 12"x12"x12" TEE
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WETWELL & MH CONNECTIONS
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1.NEW TIE IN CONNECTIONS BETWEEN EXISTING WETWELLS AND NEW TIE IN CONNECTIONS BETWEEN EXISTING WETWELLS AND EXISTING WETWELL AND NEW MH#3
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SCALE: NOT TO SCALE
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WALL PENETRATION
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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CD
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1"=40'
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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OF
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19
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7
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C-4
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PROSPECT PS CIP PUMP DETAILS
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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69302
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BASE PLATE AND CART ANCHORING
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PUMP TOP VIEW
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ANCHOR BOLT DETAIL
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NEW CONNECTION TO MH #3
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SCALE: NOT TO SCALE
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PUMP MOUNTING
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1. CART AND BASE PLATE TO BE ANCHORED INTO CONCRETE CART AND BASE PLATE TO BE ANCHORED INTO CONCRETE FLOOR. ANNULAR SPACE TO BE GROUTED. SEE DETAIL AT LEFT 2. CONTRACTOR SHALL VERIFY LOCATION OF GROUTING & CONTRACTOR SHALL VERIFY LOCATION OF GROUTING & EXISTING PIPE INLET PRIOR TO SETTING PUMP CART. PUMP CART SHALL BE LEVEL.
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1. FOUR 5/8"- 8" LONG 316 SS BOLTS FOR PUMP FOUR 5/8"- 8" LONG 316 SS BOLTS FOR PUMP MOUNTING, PER PUMP. 2. EIGHT 1/2" - 8" LONG 316 SS BOLTS FOR EIGHT 1/2" - 8" LONG 316 SS BOLTS FOR PUMP MOUNTING, PER PUMP.
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NOTES:
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1-2
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MH
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MH
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MH
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SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
POLE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
ASPH.
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ASPH.
AutoCAD SHX Text
ASPH.
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CONC.
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CONC.
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CONC.
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CONC.
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BERM
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DI
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303.8
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ASPH.
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ASPH.
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ASPH.
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CONC.
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CONC.
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CONC.
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CONC.
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DI
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REMOVE EXISTING FLUSHING INLET & CONSTRUCT NEW SSMH.
AutoCAD SHX Text
'DA' LINE
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S DE ANZA BLVD
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PROSPECT RD
AutoCAD SHX Text
8" HIGH PRESSURE GAS
AutoCAD SHX Text
22.25" FKCL WATER
AutoCAD SHX Text
96-STRAND FIBER OPTICS
AutoCAD SHX Text
8" HIGH PRESSURE GAS
AutoCAD SHX Text
10' OF 6" PVC SDR26. CONNECT TO EXISTING FI
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223' - 6" HDPE SDR17 FM @ 1% (DIRECTIONAL DRILLING)
AutoCAD SHX Text
EXISTING 10" SEWER MAIN
AutoCAD SHX Text
INVERT 296.03
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BYPASS CONNECTION (SEE DETAIL AT LEFT) STA 'DA' 7+36.29, 88.26 Rt RIM 303.71' INVERT 298.26'
AutoCAD SHX Text
MH #1 STA 'DA' 9+22.81, 31.91 Lt RIM 303.75' INVERT 293.43'
AutoCAD SHX Text
F.I. STA 'DA' 9+32.08, 34.3 Lt RIM 303.32' INVERT 293.13'
AutoCAD SHX Text
10' - 10" PVC SDR26 @ 2%
AutoCAD SHX Text
7/19/2019
AutoCAD SHX Text
20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
AutoCAD SHX Text
ED
AutoCAD SHX Text
ED
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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8
AutoCAD SHX Text
C-5
AutoCAD SHX Text
PROSPECT PUMP STATION REHABILITATION 6" FORCE MAIN
AutoCAD SHX Text
CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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No.
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Exp.
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D
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E
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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S
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T
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A
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T
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E
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O
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F
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C
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A
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L
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I
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F
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O
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R
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N
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I
AutoCAD SHX Text
A
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CIVIL
AutoCAD SHX Text
69302
AutoCAD SHX Text
6/30/2020
AutoCAD SHX Text
BENJAMIN T. PORTER
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SCALE: HOR 1"=20'; VER 1"=5'
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1+00
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3+00
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2+00
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0+00
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20
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0
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40
AutoCAD SHX Text
20
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GRAPHIC SCALE
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1"=20'
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FORCE MAIN LAYOUT
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PROFILE
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BYPASS QUICK CONNECT DETAIL
AutoCAD SHX Text
PROFILE VIEW STATIONS CORRESPOND TO ALIGNMENT ALONG FORCE MAIN AND NOT 'DA' LINE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
MH
AutoCAD SHX Text
POLE
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CONC.
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CONC.
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EX. FENCE
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A
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A
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B
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B
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4% MAX
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7/19/2019
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20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
AutoCAD SHX Text
MTCo JOB No. :
AutoCAD SHX Text
DATE :
AutoCAD SHX Text
CHECKED BY :
AutoCAD SHX Text
DESIGNED BY :
AutoCAD SHX Text
SCALE :
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CU-19104
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DRAWN BY :
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BP
AutoCAD SHX Text
ED
AutoCAD SHX Text
ED
AutoCAD SHX Text
#########
AutoCAD SHX Text
7/19/2019
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REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REGISTERED CIVIL ENGINEER
AutoCAD SHX Text
No.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
19
AutoCAD SHX Text
WORK ORDER No.
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ADVERTISEMENT DATE:
AutoCAD SHX Text
CONTRACT No.
AutoCAD SHX Text
9
AutoCAD SHX Text
C-6
AutoCAD SHX Text
PROSPECT PUMP STATION REHABILITATION PATHWAY & CONCRETE PAD
AutoCAD SHX Text
CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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No.
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Exp.
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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S
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T
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A
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T
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E
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O
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F
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C
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A
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L
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I
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F
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O
AutoCAD SHX Text
R
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N
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I
AutoCAD SHX Text
A
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CIVIL
AutoCAD SHX Text
69302
AutoCAD SHX Text
6/30/2020
AutoCAD SHX Text
BENJAMIN T. PORTER
AutoCAD SHX Text
SCALE: 1"= 5'
AutoCAD SHX Text
LAYOUT
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SECTION A-A
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CONCRETE PAD FOR ELECTRICAL PANEL
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1. #4 REBAR, 12" OC EACH WAY #4 REBAR, 12" OC EACH WAY 2. SEE ELECTRICAL SHEETS FOR CONDUIT LOCATIONSSEE ELECTRICAL SHEETS FOR CONDUIT LOCATIONS
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NOTES:
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SCALE: 1"= 1'
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LEGEND:
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PEDESTRIAN PATHWAY
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PROPOSED ELEVATION
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EXISTING ELEVATION
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FLOW LINE W/DIRECTION
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SECTION B-B
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PEDESTRIAN PATH
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1.PATHWAY SHALL BE 1/2" ABOVE EXISTING GROUND PATHWAY SHALL BE 1/2" ABOVE EXISTING GROUND EXCEPT AT EVERY EXPOSED TREE ROOT. SET 2"x4" ON TOP OF TREE ROOT AND BACKFILL BEHIND WITH NATIVE SOIL AT 4:1 SLOPE.
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NOTES:
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SCALE: NOT TO SCALE
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GRAPHIC SCALE
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5
AutoCAD SHX Text
0
AutoCAD SHX Text
10
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5
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1"= 5'
AutoCAD SHX Text
SIDEWALK
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1-2
AutoCAD SHX Text
12102
AutoCAD SHX Text
304.61
AutoCAD SHX Text
12103
AutoCAD SHX Text
304.78
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.6
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
DI
AutoCAD SHX Text
306.2
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
AutoCAD SHX Text
306.0
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.7
AutoCAD SHX Text
DI
AutoCAD SHX Text
305.3
AutoCAD SHX Text
DI
AutoCAD SHX Text
305.9
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
MH
AutoCAD SHX Text
BERM
AutoCAD SHX Text
BERM
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.5
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.7
AutoCAD SHX Text
MH
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
DI
AutoCAD SHX Text
302.3
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
AutoCAD SHX Text
305.1
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
POLE
AutoCAD SHX Text
DI
AutoCAD SHX Text
301.7
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
AutoCAD SHX Text
299.9
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
AutoCAD SHX Text
308.4
AutoCAD SHX Text
WALL
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
PM
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
MH
AutoCAD SHX Text
BERM
AutoCAD SHX Text
DI
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303.8
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BERM
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MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
DI
AutoCAD SHX Text
302.1
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SIGN
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
ASPH.
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ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
ASPH.
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ASPH.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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HEAVY BRUSH
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DI
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MH
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12103
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304.78
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.7
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DI
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305.3
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MH
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SIGN
AutoCAD SHX Text
POLE
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SIGN
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ROCKS
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CONC.
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CONC.
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CONC.
AutoCAD SHX Text
DI
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HMA (TEXTURED PAVING)
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7/19/2019
AutoCAD SHX Text
20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
AutoCAD SHX Text
MTCo JOB No. :
AutoCAD SHX Text
DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
AutoCAD SHX Text
ED
AutoCAD SHX Text
ED
AutoCAD SHX Text
1" = 40'
AutoCAD SHX Text
7/19/2019
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REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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10
AutoCAD SHX Text
TH-1
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PROSPECT PUMP STATION REHABILITATION TRAFFIC CONTROL STAGE 1
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CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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No.
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Exp.
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E
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S
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A
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G
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E
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A
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A
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N
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I
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A
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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NAME
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DISPLAY
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LEGEND
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CHANNELIZER
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WORK ZONE
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PLASTIC KRAIL
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BARRICADE
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TRAFFIC CONTROL NOTES
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CONSTRUCTION FEATURES
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1. CONSTRUCT 224 LF OF 6" SSFM CONSTRUCT 224 LF OF 6" SSFM 2. CONSTRUCT 5' DIAMETER MANHOLE CONSTRUCT 5' DIAMETER MANHOLE 3. NON-CRITICAL - COMMENCE EXCAVATION FOR 4' DIAMETER NON-CRITICAL - COMMENCE EXCAVATION FOR 4' DIAMETER MANHOLES & CONSTRUCT ELECTRICAL PAD.
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CONSTRUCTION NOTES:
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1. INSTALL 3 CMS "CONSTRUCTION AHEAD EXPECT DELAY" TO BE INSTALL 3 CMS "CONSTRUCTION AHEAD EXPECT DELAY" TO BE PLACED 500' 2. SB DE ANZA BLVD - RIGHT TURN LANE TO BE CLOSED. SB DE ANZA BLVD - RIGHT TURN LANE TO BE CLOSED. 3. NB DE ANZA BLVD - RIGHT TURN LANE TO BE CLOSED. NB DE ANZA BLVD - RIGHT TURN LANE TO BE CLOSED. 4. EB PROSPECT RD - RIGHT THROUGH LANE TO BE CLOSED. EB PROSPECT RD - RIGHT THROUGH LANE TO BE CLOSED. 5. SB DE ANZA BLVD - LEFT TURN LANE TO BE CLOSEDSB DE ANZA BLVD - LEFT TURN LANE TO BE CLOSED
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TRAFFIC NOTES:
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TRAFFIC HANDLING LAYOUT
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SCALE: 1" = 40'
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CONSTRUCTION LAYOUT
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SCALE: 1" = 20'
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40
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0
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80
AutoCAD SHX Text
40
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GRAPHIC SCALE
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1"=40'
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STAGING AREA
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TEMPORARY STRIPING
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11'
AutoCAD SHX Text
11'
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1-2
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12102
AutoCAD SHX Text
304.61
AutoCAD SHX Text
12103
AutoCAD SHX Text
304.78
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
DI
AutoCAD SHX Text
304.6
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ROCKS
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SIGN
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MH
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MH
AutoCAD SHX Text
DI
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306.2
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SIGN
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SIGN
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
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SIGN
AutoCAD SHX Text
DI
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306.0
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MH
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MH
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MH
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MH
AutoCAD SHX Text
MH
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MH
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MH
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MH
AutoCAD SHX Text
MH
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MH
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DI
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304.7
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DI
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305.3
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DI
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305.9
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SIGN
AutoCAD SHX Text
MH
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BERM
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BERM
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DI
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304.5
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DI
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304.7
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MH
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
ROCKS
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DI
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302.3
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SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
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305.1
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SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
POLE
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DI
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301.7
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SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DI
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299.9
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SIGN
AutoCAD SHX Text
ROCKS
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SIGN
AutoCAD SHX Text
DI
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308.4
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WALL
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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ASPH.
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304.78
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304.7
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HMA (TEXTURED PAVING)
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7/19/2019
AutoCAD SHX Text
20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
AutoCAD SHX Text
MTCo JOB No. :
AutoCAD SHX Text
DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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ED
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7/19/2019
AutoCAD SHX Text
REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
AutoCAD SHX Text
No.
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SHEET
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OF
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SHEETS
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19
AutoCAD SHX Text
WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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11
AutoCAD SHX Text
TH-2
AutoCAD SHX Text
PROSPECT PUMP STATION REHABILITATION TRAFFIC CONTROL STAGE 2
AutoCAD SHX Text
CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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No.
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A
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CIVIL
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69302
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6/30/2020
AutoCAD SHX Text
BENJAMIN T. PORTER
AutoCAD SHX Text
NAME
AutoCAD SHX Text
DISPLAY
AutoCAD SHX Text
LEGEND
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CHANNELIZER
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WORK ZONE
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PLASTIC KRAIL
AutoCAD SHX Text
BARRICADE
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TRAFFIC CONTROL NOTES
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CONSTRUCTION FEATURES
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1. CONSTRUCT MH WITH TRASHER PUMP AND VAC TRUCK SETUP CONSTRUCT MH WITH TRASHER PUMP AND VAC TRUCK SETUP 2. CONSTRUCT MH OVER 8" SSCONSTRUCT MH OVER 8" SS
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CONSTRUCTION NOTES:
AutoCAD SHX Text
TRAFFIC HANDLING LAYOUT
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text
CONSTRUCTION LAYOUT
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
TRASHER PUMP
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40
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0
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80
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40
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1"=40'
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1-2
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12102
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304.61
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12103
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304.78
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304.6
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306.0
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304.7
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305.3
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305.9
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304.5
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304.7
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301.7
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299.9
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308.4
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303.8
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DI
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MH
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12103
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304.78
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MH
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MH
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MH
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DI
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304.7
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305.3
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MH
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CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DI
AutoCAD SHX Text
HMA (TEXTURED PAVING)
AutoCAD SHX Text
7/19/2019
AutoCAD SHX Text
20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
AutoCAD SHX Text
MTCo JOB No. :
AutoCAD SHX Text
DATE :
AutoCAD SHX Text
CHECKED BY :
AutoCAD SHX Text
DESIGNED BY :
AutoCAD SHX Text
SCALE :
AutoCAD SHX Text
CU-19104
AutoCAD SHX Text
DRAWN BY :
AutoCAD SHX Text
BP
AutoCAD SHX Text
ED
AutoCAD SHX Text
ED
AutoCAD SHX Text
#########
AutoCAD SHX Text
7/19/2019
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REGISTERED CIVIL ENGINEER
AutoCAD SHX Text
No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
19
AutoCAD SHX Text
WORK ORDER No.
AutoCAD SHX Text
ADVERTISEMENT DATE:
AutoCAD SHX Text
CONTRACT No.
AutoCAD SHX Text
12
AutoCAD SHX Text
TH-3
AutoCAD SHX Text
PROSPECT PUMP STATION REHABILITATION TRAFFIC CONTROL STAGE 3
AutoCAD SHX Text
CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137 FAX (408) 253-5173
AutoCAD SHX Text
DISTRICT
AutoCAD SHX Text
No.
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Exp.
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R
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E
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G
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I
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S
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T
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R
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E
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D
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P
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F
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E
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S
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S
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I
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N
AutoCAD SHX Text
A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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S
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T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
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O
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
69302
AutoCAD SHX Text
6/30/2020
AutoCAD SHX Text
BENJAMIN T. PORTER
AutoCAD SHX Text
NAME
AutoCAD SHX Text
DISPLAY
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
CHANNELIZER
AutoCAD SHX Text
WORK ZONE
AutoCAD SHX Text
PLASTIC KRAIL
AutoCAD SHX Text
BARRICADE
AutoCAD SHX Text
TRAFFIC CONTROL NOTES
AutoCAD SHX Text
CONSTRUCTION FEATURES
AutoCAD SHX Text
TRASHER PUMP
AutoCAD SHX Text
1. PLUG MH AND INSTALL TRASHER PUMP. PLUG MH AND INSTALL TRASHER PUMP. 2. PLUG OUTFALLS AND INSTALL TRASHER PUMPS AT MANHOLE: PLUG OUTFALLS AND INSTALL TRASHER PUMPS AT MANHOLE: 2.1. WEST TRASHER PUMP INTO EAST MH WEST TRASHER PUMP INTO EAST MH 2.2. AT EAST MH, CONNECT TRASHER PUMP TO QUICK COUPLER.AT EAST MH, CONNECT TRASHER PUMP TO QUICK COUPLER.
AutoCAD SHX Text
SEWER BYPASS NOTES:
AutoCAD SHX Text
2.DEMO, REHAB WETWELL LINER AND INSTALL NEW PUMPS, DEMO, REHAB WETWELL LINER AND INSTALL NEW PUMPS, ELECTRICAL, AND MECHANICAL.
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
TRAFFIC HANDLING LAYOUT
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text
CONSTRUCTION LAYOUT
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
40
AutoCAD SHX Text
0
AutoCAD SHX Text
80
AutoCAD SHX Text
40
AutoCAD SHX Text
GRAPHIC SCALE
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1"=40'
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STAGING AREA
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CUPERTINO SANITARY DISTRICT PROSPECT SEWER PUMP STATION IMPROVEMENTS ESTIMATED DURATION: SEP 1,2019 TO DEC 30,2019 TO DEC 30,2019 WORK HOURS: CONTACT: (408) 253-7071 (CUSD)
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1.SIGN TO BE MOUNTED ON TWO POSTSSIGN TO BE MOUNTED ON TWO POSTS
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NOTES:
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%%uEND VIEW
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45°
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AS REQ'D
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10"
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(TYP)
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TYP
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%%uSIDE VIEW
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1. PIPE SUPPORT SHALL PIPE SUPPORT SHALL BE HOT-DIP GALV AFTER FABRICATION. 2. STIFFENER PLATES NOT STIFFENER PLATES NOT REQ'D IF PIPE FLANGE AND BASE PLATE ARE WITHIN 1" OF EACH OTHER.
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NOTES:
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3/16
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3/16
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DRAINS TO WET WELL
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1. FLOORS SHALL BE FLOORS SHALL BE SLOPE TO DRAIN.
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NOTES:
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SIDE WALK CLOSED
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LANE CLOSED
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SIDE WALK CLOSED
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DRIVEWAY CLOSED
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1. LANE CLOSED SIGNS SHALL BE LANE CLOSED SIGNS SHALL BE MOUNTED ON TYPE 3 BARRICADE. 2. SIDEWALK CLOSED AND SIDEWALK CLOSED AND DRIVEWAY CLOSED SIGNS SHALL BE MOUNTED ON TYPE I BARRICADE. 3. PROVIDE THREE (3) LANE PROVIDE THREE (3) LANE CLOSED SIGNED AND TWO (2) FOR EACH SIDEWALK CLOSED AND DRIVEWAY CLOSED.
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NOTES:
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13 "14"
AutoCAD SHX Text
2"
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
H
AutoCAD SHX Text
15"
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30"'
AutoCAD SHX Text
48"
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N40
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36"
AutoCAD SHX Text
24"
AutoCAD SHX Text
24"
AutoCAD SHX Text
N48
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24"
AutoCAD SHX Text
30"
AutoCAD SHX Text
24"
AutoCAD SHX Text
60"
AutoCAD SHX Text
17"
AutoCAD SHX Text
24"
AutoCAD SHX Text
30"
AutoCAD SHX Text
N52
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N36
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18"
AutoCAD SHX Text
13"
AutoCAD SHX Text
24"
AutoCAD SHX Text
N30
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18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
22"
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N16
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17"
AutoCAD SHX Text
10"
AutoCAD SHX Text
18"
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N9
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W*
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H*
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SIZE
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D*
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PULL BOX SCHEDULE
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* ALL DIMENSIONS ARE NOMINAL
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BODY
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CONCRETE COVER
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1. CHRISTY, JENSEN OR CHRISTY, JENSEN OR APPROVED EQUAL. N9 SIZE SHOWN, PULL BOX TO BE APPROPRIATE SIZE FOR NUMBER AND SIZE OF CONDUITS ENTERING AND EXITING. 2. ALL SPLICES WITH-IN THE ALL SPLICES WITH-IN THE CONCRETE PULL BOX ARE TO BE SEALED WITH AN INSULATING AND ENCAPSULATING 3. ALL CONDUIT WITH-IN THE ALL CONDUIT WITH-IN THE CONCRETE PULLBOX ARE TO BE SEALED WITH RTV DUCT SEAL TO PREVENT WATER ENTERING CONDUIT SYSTEM.
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NOTES:
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%%UBODY
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12"
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11-3/8"
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10-3/8"
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1-3/8"
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9"
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11-1/8"
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%%UTRAFFIC-RATED COVER
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14-1/4"
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1"
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CHRISTY G5C OR APPROVED EQUAL
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
7/19/2019
AutoCAD SHX Text
20863 STEVENS CREEK BLVD, STE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137
AutoCAD SHX Text
MTCo JOB No. :
AutoCAD SHX Text
DATE :
AutoCAD SHX Text
CHECKED BY :
AutoCAD SHX Text
DESIGNED BY :
AutoCAD SHX Text
SCALE :
AutoCAD SHX Text
CU-19104
AutoCAD SHX Text
DRAWN BY :
AutoCAD SHX Text
BP
AutoCAD SHX Text
ED
AutoCAD SHX Text
JB
AutoCAD SHX Text
7/19/2019
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REGISTERED CIVIL ENGINEER
AutoCAD SHX Text
No.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
19
AutoCAD SHX Text
WORK ORDER No.
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ADVERTISEMENT DATE:
AutoCAD SHX Text
CONTRACT No.
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13
AutoCAD SHX Text
SD-1
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PROSPECT PUMP STATION REHABILITATION CONSTRUCTION DETAILS
AutoCAD SHX Text
CUPERTINO SANITARY
AutoCAD SHX Text
20863 STEVENS CREEK BOULEVARD, SUITE 100
AutoCAD SHX Text
CUPERTINO, CA 95014
AutoCAD SHX Text
(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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GROUNDING ROD
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A
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E
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F
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B
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C
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D
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G
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PIPE CLAMP
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PULL BOX
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PROJECT SIGN
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CONSTRUCTION SIGNS
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PIPE SUPPORT
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FLOOR DRAIN
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H
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BOLLARD
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No.
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Exp.
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G
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D
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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7/19/2019
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MTCo JOB No. :
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DATE :
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CHECKED BY :
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DESIGNED BY :
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SCALE :
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CU-19104
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DRAWN BY :
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BP
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ED
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ED
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7/19/2019
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REVISIONS
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DESCRIPTION
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DATE
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BY
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DATE
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REGISTERED CIVIL ENGINEER
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No.
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SHEET
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OF
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SHEETS
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19
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WORK ORDER No.
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ADVERTISEMENT DATE:
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CONTRACT No.
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14
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EC-1
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PROSPECT PUMP STATION REHABILITATION BEST MANAGEMENT PRACTICES
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CUPERTINO SANITARY
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20863 STEVENS CREEK BOULEVARD, SUITE 100
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CUPERTINO, CA 95014
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(408) 255-2137 FAX (408) 253-5173
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DISTRICT
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20863 STEVENS CREEK BLVD, STE 100
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CUPERTINO, CA 95014
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(408) 255-2137
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No.
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CIVIL
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69302
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6/30/2020
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BENJAMIN T. PORTER
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1. CONTRACTOR SHALL COMPLY WITH THE CONTRACTOR SHALL COMPLY WITH THE YEAR-ROUND CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) AS PUBLISHED BY THE SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM. 2. CONTRACTOR SHALL COMPLY WITH SANTA CLARA CONTRACTOR SHALL COMPLY WITH SANTA CLARA COUNTY ORDINANCE NO. NS-517.84 & NS-517.87 SECTION B11.5-16 "CONSTRUCTION SITE BEST MANAGEMENT PRACTICE UNDER NPDES PERMIT" 3. CONTRACTOR SHALL REMOVE ALL BMP CONTRACTOR SHALL REMOVE ALL BMP FACILITIES UPON COMPLETION OF THE PROJECT. 4. CONTRACTOR SHALL INSTALL ULTRATECH 2'x4' CONTRACTOR SHALL INSTALL ULTRATECH 2'x4' INLET GUARD OR 2'x3' INLET GUARD, CURB STYLE, OR APPROVED EQUAL CONFORMING TO NPDES PERMIT, 40 CFR 122.26. BMP PROTECTION OF STORM DRAIN INLETS ARE REQUIRED WITHIN 100 FEET OF THE WORK ZONE.
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