Attachment___2__4-570_-_CSC16731_-_DRAWING_SET.pdf

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Lift Station Improvements Foyle Ave and A Street
Solicitation number
SP4702-17-R-0027
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Attachment___3_CSC-16731-BID_FORM.pdf PDF
Attacment___5_Excavation_Permit.pdf PDF
SP470217R0027.pdf PDF
Attachment___1_Wage_Rate_Decision_OH20160099.pdf PDF
Attachment___4_Form_4025R.pdf PDF

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SP4702-17-R-0027

Attachment # 2

RESPONSE

APPROACH

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Bldg 48

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SP4702-17-R-0027

Attachment # 2

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%%UKEY PLAN

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NORTH

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FOYLE AVE. AND ROOSEVELT LN. SEWAGE LIFT STATION

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"A" STREET SEWAGE LIFT STATION

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SEE ENLARGED PLAN ON SHEET 3 OF 6

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SEE ENLARGED PLAN ON SHEET 3 OF 6

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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PERSHING AVE.

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EX. STOP

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SIGN

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EX. SIGN

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25MPH

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8TH BLVD.

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PERSHING AVENUE

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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PERSHING AVENUE

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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POND

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RETENTION

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POND

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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COURTS

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TENNIS

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TRUCK

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LOADING

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DOCK

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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E. BROAD STREET

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PEDESTRAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #8

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TEE #17

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TEE #8

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TEE #17

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TEE #6

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TEE #3,

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TEE #2

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TEE #7

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TEE #9

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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DETENTION AREA 2

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ACCESS ROAD

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1ST BLVD.

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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GREEN AREA

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AMBULATORY CARE

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CENTER

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EXISTING V.A. ROAD

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EXISTING V.A. ROAD

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PARKING LOT

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EXIST. V.A.

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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EXISTING ASPHALT AREA

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING ASPHALT AREA

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EXISTING

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GREEN AREA

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EXISTING

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"H" STREET

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EXISTING

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EXISTING "G" STREET

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EXISTING "H" STREET

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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FOYLE AVENUE

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PERSHING AVENUE

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POOL

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"J" STREET

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EXISTING "H" STREET

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RETENTION

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POND

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13TH BLVD.

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MAIN GATE

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(OPEN 24 HRS)

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SEE DETAILS ON SHEET 5 OF 6

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SEE DETAILS ON SHEET 4 OF 6

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SHEET OF

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SHEET

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DESCRIPTION

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DATE

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APPR.

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MARK

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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DATE:

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PROJECT NO.

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DS-FCO (SAFETY)

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FACILITIES ENGINEER

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CUSTOMER

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PLOT DATE:

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DATE:

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DS-FCE (ENVIRONMENTAL)

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SCALE:

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DEPUTY FACILITIES ENGINEER

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DS-FCS (SECURITY)

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APPROVED BY:

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APPROVED BY:

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NONE

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30 MAR 2017

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KENT KLINGLER

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M. RUSTAM ALI

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KEY PLAN

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CSC-16731

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LIFT STATION IMPROVEMENTS FOYLE AVE AND "A" STREET

c011843 New Stamp c011843 Original

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SEWAGE

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SS

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10"VC

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STA 1

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SS

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10"VC

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10" CI

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FM

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SS

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10"VC

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SS

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10"VC

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SS

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LIFT STATION

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FOYLE AVENUE

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5TH BLVD.

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ROOSEVELT LANE

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7TH BLVD.

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SEWAGE

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LIFT STATION

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FM

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SS

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SS

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14TH BLVD.

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"A" STREET

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RUN

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MASON

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%%UENLARGED FOYLE AVE. AND ROOSEVELT LN.

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NORTH

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SEE SHEET 4 0F 6 FOR DETAILS

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12"%%C CITY

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WATER LINE

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12"%%C DSCC

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WATER LINE

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12"%%C CITY

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WATER LINE

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12"%%C DSCC

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WATER LINE

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%%USEWAGE LIFT STATION SITE PLAN

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%%UENLARGED 14TH AVE. AND "A" STREET

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NORTH

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%%USEWAGE LIFT STATION SITE PLAN

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INSTALL NEW METAL GRATING PLATFORM.

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SEE SHEET 5 0F 6 FOR DETAILS

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INSTALL NEW METAL GRATING PLATFORM.

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APPR.

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MARK

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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DATE:

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PROJECT NO.

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DS-FCO (SAFETY)

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FACILITIES ENGINEER

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CUSTOMER

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PLOT DATE:

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DESIGNED BY:

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REVIEWED BY:

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DS-FCE (ENVIRONMENTAL)

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SCALE:

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DEPUTY FACILITIES ENGINEER

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DATE:

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REVIEWED BY:

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DATE:

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DS-FCS (SECURITY)

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REVIEWED BY:

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APPROVED BY:

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APPROVED BY:

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NONE

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30 MAR 2017

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KENT KLINGLER

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M. RUSTAM ALI

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AutoCAD SHX Text 4-570

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SITE PLAN

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CSC-16731

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LIFT STATION IMPROVEMENTS FOYLE AVE AND "A" STREET

c011843 Original

New Stamp

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FILL-IN 5"X5' SLOTS AROUND W4X13 IN CONCRETE WALL WITH CONCRETE MORTAR

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THE CONCRETE WALL BOTH SIDES.

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INSTALL (2) W4X13X13' LONG WIDE FLANGE BEAMS ASTM A36 INTO THE SLOTS ON

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INSTALL METAL GRATING PLATFORM AND FIELD WELD ON THE W4X13 FRAME.

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RE-INSTALL THE HINGED DOOR COVER ONTO THE EXISTING DOOR FRAME

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EXPOSED STRUCTURAL FRAMING SHALL BE PAINTED

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WITH CORROSION RESISTANT PAINT.

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5,000 PSI. TO STABILIZE (2) W4X13 IN PLACE ON BOTH ENDS AT BOTH SIDES.

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INSTALL (2) W4X13X3'-11 3/4" ON THE (2) W4X13X13' BEAMS AND FIELD WELD.

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SEE METAL GRATING PLATFORM FABRICATION DETAIL D ON THIS SHEET

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SEE METAL GRATING PLATFORM FABRICATION DETAIL D ON THIS SHEET

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AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 14'-0"

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AutoCAD SHX Text 7'-2"

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REINFORCING AT

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3-#4 ADDITIONAL

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TOP & BOTTOM

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OF SLAB

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EXISTING

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CONTROL

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PANEL

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EXISTING

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GENERATOR

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SLAB GRADE

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TOP OF CONCRETE

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(4)TYP.

AutoCAD SHX Text STAINLESS STEEL GRATINGS SERRATED, 1-1/4"X " BARS, 316" BARS, CROSSBARS @ 2" O.C.

AutoCAD SHX Text W4X13

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INSTALL HINGE

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TYP.

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INSTALL LOCKING

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DEVICE

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SECTION C

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ASTM A36 ST'L

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ASTM A36 ST'L

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ASTM A36 ST'L

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EXISTNG DOOR COVER FRAME (DOOR COVER NOT SHOWN)

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AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 30'-0"

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AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 32"%%C

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AutoCAD SHX Text 7'-2"

AutoCAD SHX Text 2'-6"

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REINFORCING REBARS

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EXISTING 3-#4

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AT TOP & BOTTOM

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OF SLAB. DO NOT

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DISTURB (TYP.)

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(TYP. 4

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LOCATIONS)

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AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 32"%%C

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AutoCAD SHX Text 3'-0"

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AutoCAD SHX Text 7'-2"

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AutoCAD SHX Text 13"

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CONCRETE MORTAR

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FILL TRENCH WITH

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5,000 PSI AFTER

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W4X13X13' BEAM

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INSTALLED (TYP.

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BOTH SIDES)

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REINFORCING REBARS

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EXISTING 3-#4

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AT TOP & BOTTOM

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OF SLAB. DO NOT

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INSTALL W4X13X

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13' LONG THRU THE

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5"X5" SLOTS ON

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BOTH SIDES OF

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DISTURB (TYP.)

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TRENCH ONTO THE

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THE CONCRETE WALL

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(TYP. 4

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LOCATIONS)

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SLAB GRADE

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TOP OF CONCRETE

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EXISTING REBARS AROUND OPENING SHALL REMAIN IN PLACE. DO NOT DISTURB (TYP.)

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REMOVE EXISTING HINGED DOOR COVER AND STORE IT FOR REINSTALLATION

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EXISTING DOOR FRAME TO REMAIN

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AutoCAD SHX Text B) SAWCUT 5" X 5" SLOT ON TOP OF CONCRETE WALL. HAND EXCAVATION MUST BE USED TO REMOVE EXISTING CONCRETE FROM THE SEWER LIFT STATION WALL. (TYPICAL 4 LOCATIONS)

AutoCAD SHX Text A) SAWCUT CONCRETE SLAB 5" WIDE X 1'-5" DEEP X 13' LONG SAWCUT CONCRETE SLAB 5" WIDE X 1'-5" DEEP X 13' LONG TRENCH ON TOP OF CONCRETE SURFACE.

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SLAB GRADE

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TOP OF CONCRETE

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%%UEXISTING SITE PLAN

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%%UDETAIL D - METAL GRATING PLATFORM

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%%UFABRICATION

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%%USECTION - DEMOLITION ELEVATION

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SCALE - 1/2" = 1'

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%%UNEW WORK CODED NOTES:

AutoCAD SHX Text THE STRUCTURAL SUPPORT SYSTEM AS SHOWN ON THIS SHEET IS FOR GENERAL GUIDANCE ONLY. THE GRATING SYSTEM INCLUDES SUPPORT FRAMING AND GRATING PLATES TO BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THE STATE OF OHIO, SIGNED AND SEALED FABRICATION DRAWINGS TO BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE CONTRACTING OFFICER.

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%%UGENERAL NOTE:

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SUBMITTED BY:

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SHEET OF

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SHEET

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REFERENCE

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NUMBER:

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DESCRIPTION

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DATE

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APPR.

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MARK

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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DATE:

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PROJECT NO.

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DS-FCO (SAFETY)

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FACILITIES ENGINEER

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CUSTOMER

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PLOT DATE:

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DATE:

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DESIGNED BY:

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REVIEWED BY:

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DS-FCE (ENVIRONMENTAL)

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SCALE:

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DEPUTY FACILITIES ENGINEER

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DATE:

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DATE:

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REVIEWED BY:

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DATE:

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DATE:

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DATE:

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DS-FCS (SECURITY)

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REVIEWED BY:

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REVIEWED BY:

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APPROVED BY:

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APPROVED BY:

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AS SHOWN

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30 MAR 2017

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KENT KLINGLER

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M. RUSTAM ALI

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AutoCAD SHX Text

AutoCAD SHX Text 4-570

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FOYLE AVE. LIFT STATION WORK PLATFORM PLAN AND DETAILS

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CSC-16731

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LIFT STATION IMPROVEMENTS FOYLE AVE AND "A" STREET

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%%UDEMOLITION PLAN

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%%UPROPOSED PLAN

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%%USECTION - PROPOSED ELEVATION

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%%USECTION - PROPOSED ELEVATION

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%%UEXISTING FOYLE AVE STREET

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%%USEWAGE LIFT STATION

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%%UELEVATION

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SCALE - 1/4" = 1'

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%%UDEMO WORK CODED NOTES:

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SCALE - 1/4" = 1'

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SCALE - 1/4" = 1'

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SCALE - 1/4" = 1'

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SCALE - 1/4" = 1'

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SCALE - 1/4" = 1'

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SCALE - 1/4" = 1'

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AutoCAD SHX Text C

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AutoCAD SHX Text D c011843 Original

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SLAB GRADE

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TOP OF CONCRETE

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AutoCAD SHX Text 3D

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REMOVE EXISTING HINGED DOOR COVER AND STORE IT FOR REINSTALLATION

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EXISTING DOOR FRAME TO REMAIN

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FILL-IN 5"X5' SLOTS AROUND W4X13 IN CONCRETE WALL WITH CONCRETE MORTAR

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THE CONCRETE WALL BOTH SIDES.

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INSTALL (2) W4X13X13' LONG WIDE FLANGE BEAMS ASTM A36 INTO THE SLOTS ON

AutoCAD SHX Text 3A

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INSTALL METAL GRATING PLATFORM AND FIELD WELD ON THE W4X13 FRAME.

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RE-INSTALL THE HINGED DOOR COVER ONTO THE EXISTING DOOR FRAME

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EXPOSED STRUCTURAL FRAMING SHALL BE PAINTED

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WITH CORROSION RESISTANT PAINT.

AutoCAD SHX Text SAWCUT 5" X 5" SLOT THRU THE WALL ON TOP OF SEWAGE LIFT STATION CONCRETE WALL. HAND EXCAVATION MUST BE USED TO REMOVE EXISTING CONCRETE FROM WALL. (TYPICAL 4 LOCATIONS)

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5,000 PSI. TO STABILIZE (2) W4X13 BEAMS IN PLACE ON BOTH ENDS AT BOTH SIDES.

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FIELD WELD (2) W4X13X3'-6 1/2" ON THE (2) W4X13X13' BEAMS AT BOTH ENDS.

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SEE METAL GRATING PLATFORM FABRICATION DETAIL D ON THIS SHEET

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SAWCUT ASPHALT PAVEMENT 5" WIDE X 7" DEEP X 7' LONG TRENCH.

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SEE METAL GRATING PLATFORM FABRICATION DETAIL D ON THIS SHEET

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AutoCAD SHX Text 3D

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SAWCUT CONCRETE CURB 5" WIDE X 1'-8" DEEP X 1'-8" LENGTH.

AutoCAD SHX Text DIG COMMON EARTH 5" WIDE X 1'-5" DEEP X 5'-3" LONG TRENCH TO THE CONCRETE SURFACE. HAND EXCAVATION 5" WIDE X 5" DEEP FROM THE BOTTOM OF THE CONCRETE SURFACE TO THE SEWAGE LIFT STATION EXTERIOR WALL.

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GRASS GRADE

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TOP OF

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PAVEMENT

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TOP OF ASPHALT

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AutoCAD SHX Text 3B

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REINFORCING REBARS

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EXISTING 3-#4

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AT TOP & BOTTOM

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OF SLAB. DO NOT

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DISTURB (TYP.)

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NEW ASPHALT TO

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FILL TRENCH WITH

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MATCH EXISTING

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W4X13 BEAMS

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INSTALLED (TYP.

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BOTH SIDES)

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(4)TYP.

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AutoCAD SHX Text W4X13

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SECTION C

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METAL GRATING SERRATED

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INSTALL HINGE

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TYP.

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INSTALL LOCKING

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DEVICE

AutoCAD SHX Text STAINLESS STEEL GRATINGS SERRATED, 1-1/4"X " BARS, 316" BARS, CROSSBARS @ 2" O.C.

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ASTM A36 ST'L

AutoCAD SHX Text W4X13

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ASTM A36 ST'L

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EXISTING DOOR COVER FRAME (DOOR COVER NOT SHOWN)

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 13'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 24"%%C

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REINFORCING AT

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3-#4 ADDITIONAL

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TOP & BOTTOM

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OF SLAB

AutoCAD SHX Text 5'-3"

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6" CONCRETE CURB

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ASPHALT

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DRIVEWAY

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BRUSHES

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AREA

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 13'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 24"%%C

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AutoCAD SHX Text 5'-3"

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6" CONCRETE CURB

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ASPHALT

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DRIVEWAY

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BRUSHES

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AREA

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INSTALL W4X13X13'

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DEEP TRENCH TO

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BEAM AND PLACE

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INTO THE CONCRETE

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LIFT STATION WALL

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(TYP. BOTH SIDES)

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13' LONG X 1'-5"

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SAWCUT 13' LONG X

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REINFORCING REBARS

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EXISTING 3-#4

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AT TOP & BOTTOM

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OF SLAB. DO NOT

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DISTURB (TYP.)

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EXCAVITATE

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5"X5" SLOT

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ON TOP THE

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CONCTRETE WALL

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THRU 1' WALL

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(TYP. 4

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LOCATIONS)

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AutoCAD SHX Text 7'-6"

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AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-8"

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6" CONCRETE CURB

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ASPHALT

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DRIVEWAY

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INSTALL W4X13X

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13' BEAM THRU THE

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BEAM ON 5"X5" SLOTS

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AT BOTH SIDES OF

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TRENCH. PLACE THE

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THE CONCRETE WALL

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REINFORCING REBARS

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EXISTING 3-#4

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AT TOP & BOTTOM

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OF SLAB. DO NOT

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DISTURB (TYP.)

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(TYP. 4

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LOCATIONS)

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ASPHALT PAVEMENT

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FILL TRENCH WITH

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BEAMS INSTALLED TO

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MATCH EXISTING (TYP.

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CONCRETE TO MATCH

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FILL CURB WITH

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EXISTING AFTER

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W4X13X13' BEAMS

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INSTALLED (TYP.

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BOTH SIDES)

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BOTH SIDES)

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COMMON EARTH AND

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FILL TRENCH WITH

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SEED TO MATCH

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EXISTING AFTER

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W4X13X13' BEAMS

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INSTALLED (TYP.

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BOTH SIDES)

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BRUSHES

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AREA

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GRASS GRADE

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TOP OF

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PAVEMENT

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TOP OF ASPHALT

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CONCRETE TO MATCH

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FILL CURB WITH

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EXISTING AFTER

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INSTALLED (TYP.

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BOTH SIDES)

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COMMON EARTH AND

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FILL TRENCH WITH

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SEED TO MATCH

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EXISTING AFTER

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W4X13 BEAMS

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INSTALLED (TYP.

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BOTH SIDES)

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NEW ASPHALT TO

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FILL TRENCH WITH

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MATCH EXISTING

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W4X13 BEAMS

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INSTALLED (TYP.

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BOTH SIDES)

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SLAB GRADE

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TOP OF CONCRETE

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%%UEXISTING "A" STREET

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%%USEWAGE LIFT STATION

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%%UELEVATION

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%%USITE PLAN

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%%UDETAIL D - METAL GRATING PLATFORM

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%%UFABRICATION

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%%USECTION - DEMOLITION ELEVATION

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SCALE - 1/4" = 1'

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SCALE - 1/2" = 1'

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SUBMITTED BY:

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SHEET OF

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SHEET

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REFERENCE

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NUMBER:

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DESCRIPTION

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DATE

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APPR.

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MARK

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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DATE:

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PROJECT NO.

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DS-FCO (SAFETY)

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FACILITIES ENGINEER

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CUSTOMER

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PLOT DATE:

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DATE:

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DESIGNED BY:

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REVIEWED BY:

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DS-FCE (ENVIRONMENTAL)

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SCALE:

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DEPUTY FACILITIES ENGINEER

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DATE:

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DATE:

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REVIEWED BY:

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DATE:

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DATE:

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DATE:

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DS-FCS (SECURITY)

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REVIEWED BY:

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APPROVED BY:

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APPROVED BY:

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AS SHOWN

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30 MAR 2017

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KENT KLINGLER

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M. RUSTAM ALI

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"A" STREET LIFT STATION WORK PLATFORM PLAN AND DETAILS

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CSC-16731

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LIFT STATION IMPROVEMENTS FOYLE AVE AND "A" STREET

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%%UDEMOLITION PLAN

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%%UPROPOSED PLAN

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%%UNEW WORK CODED NOTES:

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%%UDEMO WORK CODED NOTES:

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%%USECTION - DEMOLITION ELEVATION

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SCALE - 1/4" = 1'

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%%USECTION - PROPOSED ELEVATION

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%%USECTION - PROPOSED ELEVATION

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AutoCAD SHX Text THE STRUCTURAL SUPPORT SYSTEM AS SHOWN ON THIS SHEET IS FOR GENERAL GUIDANCE ONLY. THE GRATING SYSTEM INCLUDES SUPPORT FRAMING AND GRATING PLATES TO BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THE STATE OF OHIO, SIGNED AND SEALED FABRICATION DRAWINGS TO BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE CONTRACTING OFFICER.

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%%UGENERAL NOTE:

c011843 Original

1.0

SP4702-17-R-0027

Attachment # 2

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TOP ELEV. 794.00

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FIN. GRADE 793.50

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6" VENT PIPE W/ 180° ELBOW ANDSCREEN

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LIFT OUT CABLE

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PUMP LIFT OUT RAILS

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NON SHRINK ELASTOMERIC SEAL

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GROUTED JOINTS (TYP)

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BITUMASTIC COAL TAR EPOXY COATING INSIDE AND OUTSIDE

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O-RING GASKET AND JOINT (TYP)

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12" MIN.

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PRECAST CONCRETE PER ASTM C478

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HOPPER GROUTING

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DISCHARGE ELBOW AND MOUNTING BRACKET

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PUMP OFF ELEV.= 764.93

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INCREASER FITTING

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PUMP ON ELEV.= 769.10

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10" DISCHARGE PIPING

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ACCESS LADDER

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BOTH PUMPS ON ELEV.= 777.00

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HIGH WATER ALARM ELEV.= 778.00

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DRESSER COUPLING

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DISCHARGE ELEV.= 789.00

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INFLUENT INVERT ELEV.= 777.93

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ELEV. 776.43

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WETWELL DIAMETER

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INSIDE DIAMENTER

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#5 RADIAL SPACING (SEE PLAN)

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#5 @ 12" CONCENTRIC (SEE PLAN)

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3'' CLR.

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WETWELL INVERT ELEV.= 761.93

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2'' CLR.

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NON SHRINK ELASTOMERIC SEAL

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EXISTING "A" STREET SEWAGE LIFT STATION ELEVATION

AutoCAD SHX Text SCOPE OF WORK: : THE CONTRACTOR SHALL PROVIDE ALL SUPPLIES, MATERIALS, EQUIPMENT AND LABOR TO REMOVE AND REPLACE (2) SEWAGE PUMPS, PIPING, VALVES, LIFT-OUT ASSEMBLIES, BASE ELBOWS, PUMP ADAPTERS, LIFT-OUT FLANGES, GUIDE BRACKETS, CHAINS, AND RAILS WITHIN "A" STREET SANITARY SEWER LIFT STATION. THIS WORK INCLUDES REMOVAL AND REPLACEMENT OF THE ATTACHED POWER AND CONTROL CABLES. THE CONTRACTOR SHALL CONNECT THE NEW POWER AND CONTROL CABLES TO AN EXISTING CONTROL BOX. IN ADDITION, THE CONTRACTOR SHALL CLEAN THE LIFT STATION, INSPECT THE LIFT STATION, FORMALLY TEST THE SYSTEM, LEAD A TRAINING SESSION, AND CREATE O&M MANUALS AS SPECIFIED IN THE CONTRACT DOCUMENTS.

AutoCAD SHX Text CODED NOTES: 1. REMOVE AND REPLACE EXISTING LIFT STATION PUMPS WITH NEW SEWAGE CHOPPER PUMPS (P-1 & P-2) PER MANUFACTURER'S REMOVE AND REPLACE EXISTING LIFT STATION PUMPS WITH NEW SEWAGE CHOPPER PUMPS (P-1 & P-2) PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE NEW DISCHARGE ELBOW AND INCREASER FITTING TO PROVIDE PROPER CONNECTION TO DISCHARGE PIPING. INSTALL NEW GUIDE BRACKETS, CHAINS, AND RAILS. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONNECTING ALL NEW POWER AND CONTROL CABLES TO THE EXISTING CONTROL BOX. FIELD VERIFY EXISTING MOTOR CONTACTORS AND SUBMIT REPLACEMENT CONTACTORS FOR APPROVAL BEFORE INSTALLATION. PUMP SCHEDULE THIS SHEET. 2. REMOVE AND REPLACE 10" DISCHARGE PIPING WITH NEW 10" DUCTILE IRON PIPING. PROVIDE NEW NON SHRINK ELASTOMERIC SEALS AROUND PIPE REMOVE AND REPLACE 10" DISCHARGE PIPING WITH NEW 10" DUCTILE IRON PIPING. PROVIDE NEW NON SHRINK ELASTOMERIC SEALS AROUND PIPE PENETRATIONS. 3. REMOVE AND REPLACE 10" CHECK VALVE, 10" 90 ELBOW, 10" GATE VALVE ASSEMBLY AND 10" FLANGED TEE. REMOVE AND REPLACE 10" CHECK VALVE, 10" 90° ELBOW, 10" GATE VALVE ASSEMBLY AND 10" FLANGED TEE.

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EXISTING "A" STREET SEWAGE LIFT STATION PLAN VIEW

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10'' GATE VALVE ASSEMBLY 0S&Y (TYP)

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PUMP CONTROL FLOAT SWITCHES

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10'' CHECK VALVE ASSEMBLY

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FLANGED 10'' \ TEE

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FLANGED 10'' \ 90°ELBOW

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LIFT STATION VALVE BOX

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10'' FORCE MAIN

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304 STAINLESS STEEL PUMP LIFT OUT GUIDE RAILS

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DUPLEX PUMPS

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3'' CISP VALVEBOX DRAIN @ 2.00%

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TOP SLAB

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LIFT STATION

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CONCRETE WETWELL

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INFLUENT STRAINER BASKET

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INFLUENT GRAVITY LINE

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AutoCAD SHX Text GENERAL NOTES: 1. A DETAILED WORK PLAN OUTLINING ALL THE PHASES OF WORK AND EXPECTED COORDINATION WITH GOVERNMENT A DETAILED WORK PLAN OUTLINING ALL THE PHASES OF WORK AND EXPECTED COORDINATION WITH GOVERNMENT PERSONNEL SHALL BE PROVIDED. THE WORK PLAN SHOULD ADDRESS MAJOR TASKS, THEIR DURATIONS, AND MEANS AND METHODS THAT WILL BE IMPLEMENTED TO ACCOMPLISH THEM 2. INSTALLATION OF THE PUMPS SHALL BE PERFORMED OVER THE WEEKEND. AT NO POINT DURING THE INSTALLATION INSTALLATION OF THE PUMPS SHALL BE PERFORMED OVER THE WEEKEND. AT NO POINT DURING THE INSTALLATION OF THE NEW PUMPS, CLEANING OF LIFT STATION OR INSPECTION OF LIFT STATION SHALL THE LIFT STATION BE OUT OF SERVICE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A VACUUM TRUCK TO ENSURE THE SEWER LINES FROM THE BUILDING DO NOT BACK UP. VACUUM TRUCK MUST BE AVAILABLE FOR THE ENTIRE DURATION THAT THE PUMPS ARE OUT OF SERVICE. 3. THE LIFT STATION IS A PERMIT REQUIRED CONFINED SPACE, WHICH WILL REQUIRE THE CONTRACTOR TO FOLLOW THE LIFT STATION IS A PERMIT REQUIRED CONFINED SPACE, WHICH WILL REQUIRE THE CONTRACTOR TO FOLLOW PROCEDURES AS SPELLED OUT IN THE SPECIFICATIONS. 4. CLEAN LIFT STATION OF ALL SEWAGE AND DEBRIS BEFORE INSTALLATION OF NEW ITEMS. CLEAN LIFT STATION OF ALL SEWAGE AND DEBRIS BEFORE INSTALLATION OF NEW ITEMS. 5. CONDUCT A THOROUGH TECHNICAL INSPECTION ON THE SEWAGE LIFT STATION, FLOW RATE CONTROL CONDUCT A THOROUGH TECHNICAL INSPECTION ON THE SEWAGE LIFT STATION, FLOW RATE CONTROL SYSTEMS/COMPONENTS, ELECTRICAL SERVICE PANELS, BREAKER BOX, PUMP CONTROLLERS, POWER SUPPLIES AND RESTORE TO MANUFACTURER SPECIFICATIONS AS REQUIRED. A DETAILED INSPECTION REPORT WITH PHOTOS MUST BE PROVIDED TO THE U.S. GOVERNMENT. 6. INSPECTION MUST INCLUDE BUT NOT LIMITED TO: INSPECTION MUST INCLUDE BUT NOT LIMITED TO: CHECK LIFT STATION STRUCTURE FOR CRACKS. CHECK PROPER ELECTRIC POWER DRAW AND VOLTAGE IS SUPPLIED TO PUMPS. CHECK FOR PROPER OPERATION OF FLOATS FOR PUMPS. CHECK AND REMOVE DEBRIS FROM ALL FLOATS. CHECK MATING OF PUMPS TO PLUMBING. CHECK ALL ELECTRICAL CONNECTIONS OF PUMPS AND FLOATS. CHECK AND INSPECT ALL PLUMBING.

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SEWAGE PUMP SCHEDULE

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MARK

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TYPE

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GPM

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TDH

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DISCHARGE

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IMPELLER

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RPM

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HP

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ELECTRIC

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NOTES

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CHOPPER SUBMERSIBLE

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AutoCAD SHX Text 460V/3P

AutoCAD SHX Text SERIES SE6W-092 OR APPROVED EQUAL OPTIONS: CD4MCU IMPELLER AND UPPER CUTTER, 50' OF POWER CABLE

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CHOPPER SUBMERSIBLE

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AutoCAD SHX Text SERIES SE6W-092 OR APPROVED EQUAL OPTIONS: CD4MCU IMPELLER AND UPPER CUTTER, 50' OF POWER CABLE

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SUBMITTED BY:

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DESCRIPTION

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DATE

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APPR.

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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DATE:

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PROJECT NO.

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FACILITIES ENGINEER

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CUSTOMER

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PLOT DATE:

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DATE:

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DESIGNED BY:

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REVIEWED BY:

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DS-FCE (ENVIRONMENTAL)

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DEPUTY FACILITIES ENGINEER

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DATE:

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DATE:

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DS-FCS (SECURITY)

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SCALE:

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DS-FCO (SAFETY)

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MARK

AutoCAD SHX Text DEFENSE LOGISTICS AGENCY DEFENSE SUPPLY CENTER COLUMBUS COLUMBUS, OHIO 43218-3990

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SHEET REFERENCE NUMBER:

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SHEET OF

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NONE

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30 MAR 2017

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KENT KLINGLER

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KENT KLINGLER

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AutoCAD SHX Text 4-570

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"A" STREET LIFT STATION PUMP REPLACEMENT

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CSC-16731

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LIFT STATION IMPROVEMENTS FOYLE AVE AND "A" STREET

c011843 Original

4-570 - CSC16731 - SHEET 1 - COVER SIGNED
4-570 - CSC16731 - SHEET 2 - KEY PLAN
Sheets and Views
KEY PLAN
4-570 - CSC16731 - SHEET 3 - SITE PLAN
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SITE PLANS
4-570 - CSC16731 - SHEET 4 - FOYLE AVE LIFTSTATION
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FOYLE AVE LIFTSTATION
4-570 - CSC16731 - SHEET 5 - A STREET LIFTSTATION
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A STREET LIFTSTATION
4-570 - CSC16731 - SHEET 6 - A STREET PUMP REPLACEMENT
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Layout1

File details come from the government source that posted it. Updated .