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COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Jul 05, 2020

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Page 1: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Part B

Page 2: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Part B

Page 3: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-1Part B

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BASELINE
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S00°00'01"E 269.33'
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N88°25'41"W 16.00'
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SW ARNOLD STREET
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97.31'
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98.69'
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100.22'
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105.35'
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103.61'
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105.05'
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NAIL & CAP 2940
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PHONE BOX/GAS MARKER
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HYDRANT
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2+69.33
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1+00
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0+00
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2+85.33
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2+00
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1+00
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NAIL & CAP 2940
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EDGE OF PAVEMENT
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SAWCUT & REPAIR ASPHALT DRIVE
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OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
AutoCAD SHX Text
ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
AutoCAD SHX Text
THIS DRAWING SHALL NOT BE REPRODUCED IN
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
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QC
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CHECKED
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DESIGNED
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DRAWN
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JOB NO.
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CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
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TASK
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PROJECT
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CLIENT
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DAVID J. BOLAM, P.E.
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FL LIC. NO. 42480
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CERT. OF AUTH. NO. 31210
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SALTUS ENGINEERING,INC.
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PHONE (904) 742-6545
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POST OFFICE BOX 8969
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FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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12.
Page 4: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-2Part B

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SW ARNOLD STREET
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96.32'
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96.46'
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96.41'
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96.79'
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97.31'
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98.69'
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100.22'
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24"RCP FL EL:91.88'
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24"RCP FL EL:92.37'
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18"RCP FL EL:92.83'
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18"RCP FL EL:93.37'
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RIPRAP HEADWALL
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PHONE BOX/GAS MARKER
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HYDRANT
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5+00
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4+00
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3+00
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2+00
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1+00
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0+00
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1+00
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NAIL & CAP 2940
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CENTERLINE OF COUNTY ROAD 360-A
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REMOVE AND REPLACE 5' WIDE 4" THICK SIDEWALK AS NEEDED
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SAWCUT & REPAIR ASPHALT DRIVE
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EDGE OF PAVEMENT
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BOTTOM OF DITCH
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SAWCUT & REPAIR ASPHALT DRIVE
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OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
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ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
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THIS DRAWING SHALL NOT BE REPRODUCED IN
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REVISIONS:
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ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
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QC
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CHECKED
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DESIGNED
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DRAWN
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JOB NO.
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CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
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TASK
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PROJECT
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CLIENT
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DAVID J. BOLAM, P.E.
AutoCAD SHX Text
FL LIC. NO. 42480
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CERT. OF AUTH. NO. 31210
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SALTUS ENGINEERING,INC.
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PHONE (904) 742-6545
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POST OFFICE BOX 8969
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FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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1.
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Page 5: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-3Part B

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S88°02'48"E 895.82'
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CENTERLINE OF COUNTY ROAD 360-A
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95.21'
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96.49'
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96.61'
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96.30'
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95.98'
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96.32'
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96.38'
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NAIL
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GAS VALVE
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8+95.82
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10+00
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9+00
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8+00
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7+00
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6+00
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5+00
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REMOVE AND REPLACE 5' WIDE 4" THICK SIDEWALK AS NEEDED
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BOTTOM OF DITCH
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CONCRETE DRIVE
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EDGE OF PAVEMENT
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SAWCUT & REPAIR ASPHALT PAVEMENT
AutoCAD SHX Text
OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
AutoCAD SHX Text
ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
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THIS DRAWING SHALL NOT BE REPRODUCED IN
AutoCAD SHX Text
REVISIONS:
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ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
AutoCAD SHX Text
QC
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CHECKED
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DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
AutoCAD SHX Text
TASK
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PROJECT
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
DAVID J. BOLAM, P.E.
AutoCAD SHX Text
FL LIC. NO. 42480
AutoCAD SHX Text
CERT. OF AUTH. NO. 31210
AutoCAD SHX Text
SALTUS ENGINEERING,INC.
AutoCAD SHX Text
PHONE (904) 742-6545
AutoCAD SHX Text
POST OFFICE BOX 8969
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FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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Page 6: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-4Part B

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N56°19'06"E 279.40'
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N72°53'43"E 218.13'
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N89°26'53"E 358.59'
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93.69'
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93.38'
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91.98'
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92.33'
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92.75'
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93.30'
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93.76'
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95.21'
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NAIL
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NAIL
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14"CMP FL EL:90.10'
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14"CMP FL EL:90.12'
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PHONE BOX
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14+72.54
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12+54.41
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15+00
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14+00
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13+00
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12+00
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11+00
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10+00
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CENTERLINE OF COUNTY ROAD 360-A
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EDGE OF PAVEMENT
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BOTTOM OF DITCH
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SAWCUT & REPAIR ASPHALT DRIVE
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ASPHALT SIDEWALK & SHOULDER
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SAWCUT & REPAIR ASPHALT PAVEMENT
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OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
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ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
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THIS DRAWING SHALL NOT BE REPRODUCED IN
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REVISIONS:
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ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
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QC
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CHECKED
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DESIGNED
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DRAWN
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JOB NO.
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CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
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TASK
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PROJECT
AutoCAD SHX Text
CLIENT
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DAVID J. BOLAM, P.E.
AutoCAD SHX Text
FL LIC. NO. 42480
AutoCAD SHX Text
CERT. OF AUTH. NO. 31210
AutoCAD SHX Text
SALTUS ENGINEERING,INC.
AutoCAD SHX Text
PHONE (904) 742-6545
AutoCAD SHX Text
POST OFFICE BOX 8969
AutoCAD SHX Text
FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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1.
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Page 7: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-5Part B

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CENTERLINE OF COUNTY ROAD 360-A
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N63°04'50"E 162.71'
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N56°19'06"E 279.40'
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92.69'
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94.46'
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94.29'
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96.73'
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95.48'
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95.13'
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95.01'
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93.69'
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93.38'
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14"CMP FL EL:92.49'
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14"CMP FL EL:92.21'
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16"CMP FL EL:94.83'
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16"CMP FL EL:94.50'
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PHONE BOX
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NAIL IN POWER POLE EL:97.89'
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PHONE BOX
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19+14.65
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17+51.94
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14+72.54
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20+00
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19+00
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18+00
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17+00
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16+00
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15+00
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BOTTOM OF DITCH
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SAWCUT & REPAIR ASPHALT DRIVE
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ASPHALT SIDEWALK & SHOULDER
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S
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EXIST. 4" FORCE MAIN
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EXIST. SEWER
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EXIST. MH
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INSTALL 835± LF OF 3" TEMPORARYFORCE MAIN ALONG ROUTE ABOVE GRADE TO BYPASS MH #2, 3, & 7 DURING CONSTRUCTION OF STATION 17+50 TO 23+00
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INSTALL 835 LF OF 3" TEMPORARY FORCE MAIN ALONG ROUTE ABOVE GRADE TO BYPASS MH #2, 3, & 7 DURING CONSTRUCTION OF STATION 17+50 TO 23+00
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EXIST. SANITARY SEWER TO BE REMOVED
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EXIST. SANITARY SEWER TO BE REMOVED
AutoCAD SHX Text
OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
AutoCAD SHX Text
ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
AutoCAD SHX Text
THIS DRAWING SHALL NOT BE REPRODUCED IN
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
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QC
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CHECKED
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DESIGNED
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DRAWN
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JOB NO.
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CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
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TASK
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PROJECT
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CLIENT
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DAVID J. BOLAM, P.E.
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FL LIC. NO. 42480
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CERT. OF AUTH. NO. 31210
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SALTUS ENGINEERING,INC.
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PHONE (904) 742-6545
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POST OFFICE BOX 8969
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FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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Page 8: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

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C-6Part B

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BASELINE
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N75°04'25"E 452.46'
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81.33'
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82.72'
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85.48'
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89.00'
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92.69'
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EXIST. MANHOLE #6 TOP EL:80.92' INACCESSIBLE
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EXIST. MANHOLE #5 TOP EL:81.33' FL 8"PVC EL:77.83'
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PHONE BOX
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M
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M
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23+67.11
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23+00
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22+00
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21+00
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20+00
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INSTALL 835± LF OF 3" TEMPORARYFORCE MAIN ALONG ROUTE ABOVE GRADE TO BYPASS MH #2, 3, & 7 DURING CONSTRUCTION OF STATION 17+50 TO 23+00
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EXIST. SANITARY SEWER TO BE REMOVED
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OUR EXPRESS WRITTEN PERMISSION AND CONSENT.
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ANY FORMAT OR MANNER WITHOUT FIRST OBTAINING
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THIS DRAWING SHALL NOT BE REPRODUCED IN
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REVISIONS:
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ORIGINAL ISSUE:
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NOT FOR CONSTRUCTION UNLESS INDICATED ABOVE
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QC
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CHECKED
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DESIGNED
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DRAWN
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JOB NO.
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CIVIL SHEET NO.
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PROFESSIONAL ENGINEER
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TASK
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PROJECT
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CLIENT
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DAVID J. BOLAM, P.E.
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FL LIC. NO. 42480
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CERT. OF AUTH. NO. 31210
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SALTUS ENGINEERING,INC.
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PHONE (904) 742-6545
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POST OFFICE BOX 8969
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FLEMING ISLAND, FL 32006
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DJG
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DJB
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DJB
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JDP
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Page 9: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Part B

Page 10: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Part B

Page 11: COVER SHEET COVER SHEET (1) - City of Madison · feet 0 40 80 city of madison, fl sanitary sewer ext. sw arnold st. & cr 360-a sewer details and notes c-1 part b. baseline. s00°00'01"e

Part B


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buget rectificativ 07-03-2011 rectificativ 07-03-2011.pdf · 00'tI+ oo'Z1+ 06's- 06'S- 00'8+ 00'8+ 00'*+ 00'8+ 00'8 + os'9- 00'0[+ 00'01+ 00'01+ oo'c + 00'01+ 00'01+ pz'01 + oc'S+

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Sewer Gravity Sewer Pressure - PDF RESOLUTION · PDF file- Sewer Gravity · Sewer Pressure - LOW ... DEGREMONT finally choose GRP ... Service Eau et Assainissement de Wingles, France

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1.cdn.edl.io · Web view568.31 N WATER/SEWER LHS 340.86 N WATER/SEWER LHS 507.83 N WATER/SEWER LHS 1,247.84 N WATER/SEWER LHS 581.41 N WATER/SEWER LHS 693.30 N WATER/SEWER LHS 192.26

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