36C25218B0656-A00003002.pdf

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Upgrade Staff Parking & Utilities Construction Project 585-17-110 At the Oscar G Johnson VAMC Federal contract opportunity
Solicitation number
36C25218B0656
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

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36C25218B0656 A00003 S06 - Att - A00003 - C-3 Plans Rev.1.pdf

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Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

IRON MOUNTAIN, MICHIGAN

UPGRADE STAFF PARKING AREAS

AND UTILITIESOSCAR G. JOHNSON

VA MEDICAL CENTER

IRON MOUNTAIN, MI 49801

585-17-110

1 C - 3

Dwg. 6 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

UTILITY PLAN

10/16/18ADDENDUM #1

AutoCAD SHX Text D

AutoCAD SHX Text D

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MAIN HOSPITAL BUILDING 1

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BUILDING 11

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ENGINEERING BUILDING 1

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BUILDING 3

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BOILER PLANT BUILDING 2

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BUILDING 6

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BLDG 8

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CONTRACTOR AREA

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EXISTING CONCRETE PAD

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EXISTING SIDEWALK

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EXISTING SIDEWALK

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CB 1 RIM = 1141.46 INVERT = 1135.00

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150' - 10" PVC PIPE @ 0.75% SLOPE

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CB 2 RIM 1139.93 INVERT - 1133.88 (BOTH)

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23' - 12' PVC PIPE @ 1.1% SLOPE

AutoCAD SHX Text 133' - 8' DIA. CMP CONTECH (OR APPROVED EQUAL) STRUCTURE. BOTTOM OF PIPE ELEV = 1128.00 SIDE INLET EVEL. = 1133.63 SIDE OUTLET ELEV. = 1132.41

AutoCAD SHX Text

9' - 10" PVC PIPE @ 1.0% SLOPE OUTLET INTO CONTECH = 1132.41

AutoCAD SHX Text CB 3 RIM = 1138.35 (E) INVERT (10") - 1132.50 INVERT (10") - 1132.50 (SW) INVERT (18") = 1133.00INVERT (18") = 1133.00

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130' - 18" PVC PIPE @ 0.5% SLOPE

AutoCAD SHX Text CB 4 RIM = 1138.00 (N) INVERT = 1132.35 INVERT = 1132.35 (E) INVERT = 1132.35INVERT = 1132.35

AutoCAD SHX Text

135' - 18" PVC PIPE @ 0.5% SLOPE

AutoCAD SHX Text 167' - 7' DIA. CMP CONTECH (OR APPROVED EQUAL) STRUCTURE. BOTTOM OF STRUCTURE ELEV. = 1128.00 SIDE INLET ELEV. = 1131.68 SIDE OUTLET ELEV. = 1131.00 NORTH INLET ELEV. = 1133.08

AutoCAD SHX Text

197' - 10" PVC PIPE @ 0.75% SLOPE

AutoCAD SHX Text MH 1 RIM = 1140.00 (W) INVERT = 1129.52 INVERT = 1129.52 (E) INVERT = 1129.52INVERT = 1129.52

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172' - 10" PVC PIPE @ 0.75% SLOPE

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OUTLET = 1128.23 INTO EXISTING PUMP STA.

AutoCAD SHX Text PROPOSED 8' DIA', 10' DEEP CONCRETE MANHOLE DRY BASIN. INSTALL CHECK VALVE, ISOLATION VALVE AND CONNECT PUMPSTATION PIPING TO FORCEMAIN. SEE DETAIL SHEET

AutoCAD SHX Text PROPOSED 8' DIA, 10' DEEP CONCRETE MANHOLE DRY BASIN. INSTALL CHECK VALVES, ISOLATION VALVES AND CONNECT PUMP STATION PIPING TO FORCEMAIN. SEE DETAIL SHEET

AutoCAD SHX Text

CB 7 RIM = 1133.25 INVERT = 1128.00

AutoCAD SHX Text REPLACE CURB INLET WITH ROUND INLET ADJUST RIM TO ELEV. 1132.75 INV. (N) = 1127.50 EX. INV (E) = 1127.40

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45' - 6' PVC PIPE @ 1.0% SLOPE

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TOP OF RETENTION = 1137.00

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BOTTOM OF RETENTION = 1135.50

AutoCAD SHX Text

TOP OF RETENTION = 1137.00

AutoCAD SHX Text 1135.50

AutoCAD SHX Text 1137.00

AutoCAD SHX Text 1135.50

AutoCAD SHX Text 1137.00

AutoCAD SHX Text 1135.50

AutoCAD SHX Text RE-GRADE EXISTING RETENTION BASIN TO PROPOSED SHAPE. EXISTING STONE IN BASIN TO BE REMOVED. INSTALL 1' DEEP OF 1-1/2" WASHED STONE - FINISH ELEVATION = 1135.50

AutoCAD SHX Text

TBM = 1143.30 PK NAIL IN ASPHALT PAVEMENT

AutoCAD SHX Text

TBM = 1142.77 PK NAIL IN ASPHALT PAVEMENT

AutoCAD SHX Text

TBM = 1133.88 PK NAIL IN ASPHALT PAVEMENT

AutoCAD SHX Text

TBM = 1138.16 SOUTHWEST CORNER OF CONCRETE PAD

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EXISTING LIGHTING ELECTRICAL

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EXISTING LIGHTING ELECTRICAL

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CB 8 RIM = 1137.42 20' - 6" PVC INVERT = 1135.20 OUTLET = 1135.00

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CB 9 20' = 6" PVC RIM = 1137.40 INVERT = 1135.20 OUTLET = 1135.00

AutoCAD SHX Text

183' - 10" PVC PIPE @ 0.75% SLOPE

AutoCAD SHX Text

CB 5 RIM = 1139.75 (E) INVERT = 1133.25 (S) INVERT = 1133.25

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CB6 RIM = 1140.50 (W) INVERT = 1134.62

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STRUCTURE INLET = 1139.00

AutoCAD SHX Text

STRUCTURE INLET = 1140.25

AutoCAD SHX Text

OUTLET = 1131.68

AutoCAD SHX Text

OUTLET = 1131.00

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text

23' - 10" PVC PIPE @ 0.75% SLOPE OUTLET INTO CONTECH = 1133.08

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EXISTING FORCEMAIN

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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AutoCAD SHX Text 1" = 30'

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Sheets and Views
Andre's Design MASTER-6.Utility Plan

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