36C25218B0656-008.pdf

PDF 8 MB Posted Sep 21, 2018

Attached to: 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 P01 - 100_ Drawings Rev.1 - 585-17-110.pdf

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36C25218B0656-A00002003.pdf	PDF	Oct 16, 2018
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36C25218B0656-A00002005.pdf	PDF	Oct 16, 2018
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Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. 1 of 16Revisions: Date

OSCAR G. JOHNSON VA MEDICAL CENTER

IRON MOUNTAIN, MICHIGAN

UPGRADE STAFF PARKING AND UTILITIES

VA PROJECT NO. 585-17-110

DRAWING INDEX

IRON MOUNTAIN, MICHIGAN

UPGRADE STAFF PARKING AREAS

AND UTILITIESOSCAR G. JOHNSON

VA MEDICAL CENTER

IRON MOUNTAIN, MI 49801

COVER AND INDEX

ARH

585-17-110

APPROVALS

GI - 0

100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Director Associate Director Chief of Staff Associate Director for N&PCS Chief of Police Chief of Engineering Safety Manager Infection Control Nurse Patient Safety AFGE Energy Engineer Privacy Officer M&R Supervisor

AutoCAD SHX Text GI-0: COVER SHEET GI-1: PHASING PLAN GI-2: EXISTING SITE CONDITIONS C-1: DEMOLITION PLAN C-2: NEW WORK PLAN C-3: UTILITY PLAN C-4 PUMP STATION UPGRADES C-5: STORMWATER DETENTION PLAN C-6: STORMWATER DETENTION PLAN C-7: GRADING PLAN C-8: GRADING PLAN C-9: GRADING PLAN C-10: SIDEWALK REPAIR PLAN C-11: DETAILS C-12: DETAILS E-1: ELECTRICAL PLAN

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 GI - 1

Dwg. 2 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

PHASING PLAN

AutoCAD SHX Text

PHASE 1

AutoCAD SHX Text D

AutoCAD SHX Text

MAIN HOSPITAL BUILDING 1

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

ENGINEERING BUILDING 1

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

BOILER PLANT BUILDING 2

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

CONTRACTOR AREA

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING DRIVE

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING CONCRETE DRIVEWAY

AutoCAD SHX Text PHASE 1 - WORK CONSISTS OF THE NEW ENTRANCE, DRIVE AND UNDERGROUND STORMWATER DETENTION, STORM SEWER, CURB AND GUTTER AND NEW PAVEMENT ALONG THE CONTRACTOR AREA AND PUMP STATION UPGRADES. DURING THIS PHASE, CONTRACTOR SHALL PROVIDE ACCESS AT ALL TIMES TO THE CONTRACTOR TRAILERS AND CONTRACTOR PARKING TO THE JOB TRAILERS.

AutoCAD SHX Text PHASE 2 - SHALL START AT THE COMMENCEMENT OF PHASE 1. WORK CONSISTS OF THE DRIVEWAY ENTRANCE TO BUILDING 8 AND ALL WORK BY THE ENGINEERING OFFICE.

AutoCAD SHX Text PHASE 2A - SHALL START AT THE COMMENCEMENT OF PHASE 1. WORK CONSISTS OF NEW SIDEWALK, PAVEMENT AND RETENTION AREA. DURING THIS PHASE, CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS INTO BUILDING 6 AT ALL TIMES.

AutoCAD SHX Text PHASE 3 - SHALL START AT THE COMMENCEMENT OF PHASE 2 AND 2A. WORK CONSISTS OF NEW UNDERGROUND STORMWATER DETENTION, STORM SEWER, CURB AND GUTTER AND PAVEMENT. DURING THIS PHASE, CONTRACTOR SHALL PROVIDE SAFE ACCESS FOR PEDESTRIANS TO ALL BUILDINGS. IN ADDITION, DELIVERY TRUCK ACCESS TO THE LOADING DOCK WILL BE ROUTED TO THE NEW SOUTH ENTRANCE.

AutoCAD SHX Text PHASE 3 - SHALL START AT THE COMMENCEMENT OF PHASE 2 AND 2A. WORK CONSISTS OF NEW UNDERGROUND STORMWATER DETENTION, STORM SEWER, CURB AND GUTTER AND PAVEMENT. DURING THIS PHASE, CONTRACTOR SHALL PROVIDE SAFE ACCESS FOR PEDESTRIANS TO ALL BUILDINGS. IN ADDITION, CONTRACTOR SHALL MAINTAIN LANE ACCESS SO DELIVERY TRUCKS CAN ACCESS THE LOADING DOCK. TRUCKS WILL BE ROUTED TO THE SOUTH AROUND THE BUILDING 2

AutoCAD SHX Text PHASE 4 - SHALL INCLUDE ALL THE SIDEWALK REPAIR WORK THROUGHOUT THE CAMPUS WHICH WILL BE ONGOING THROUGHOUT THE PROJECT. SIDEWALK WORK SHALL BE COORDINATED WITH ALL OTHER NEW WORK AND PHASES. REFER TO SHEET C-10 FOR SIDEWALK REPAIR LOCATIONS.

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

1" = 30'

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

EXISTING SITE CONDITIONS

C - 1

Dwg. 3 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

AutoCAD SHX Text D

AutoCAD SHX Text

MAIN HOSPITAL BUILDING 1

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

ENGINEERING BUILDING 1

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

BOILER PLANT BUILDING 2

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

CONTRACTOR AREA

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING DRIVE

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING CONCRETE DRIVEWAY

AutoCAD SHX Text

TOP OF RETENTION = 1137.00

AutoCAD SHX Text

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

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

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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

DEMOLITION PLAN

C - 1

Dwg. 4 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

AutoCAD SHX Text D

AutoCAD SHX Text

REMOVE CURB

AutoCAD SHX Text

REMOVE CURB

AutoCAD SHX Text

REMOVE CURB

AutoCAD SHX Text

REMOVE APPROX. 18,100 FT2 OF ASPHALT PAVEMENT

AutoCAD SHX Text

REMOVE APPROX. 2,500 FT2 OF CONCRETE SIDEWALK

AutoCAD SHX Text

SAWCUT EXISTING ASPHALT PAVEMENT.

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT AT ROAD

AutoCAD SHX Text

REMOVE 6' CURB AND ISLAND AREA IN IT'S ENTIRETY

AutoCAD SHX Text

REMOVE CONCRETE MOTORCYCLE PARKING

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB

AutoCAD SHX Text

REMOVE ASPHALT CURB

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB

AutoCAD SHX Text

REMOVE EXISTING GRAVEL. PREPARE FOR NEW BASE/ASPHALT

AutoCAD SHX Text

REMOVE EXISTING GRAVEL. PREPARE FOR NEW BASE/ASPHALT

AutoCAD SHX Text REMOVE EXISTING ASPHALT PAVEMENT. IT IS ANTICIPATED THAT NORTH SIDE OF PARKING LOT, ASPHALT IS UNDERLAYED BY 10" OF CONCRETE PAVEMENT. REMOVE ALL.

AutoCAD SHX Text

REMOVE EXISTING GRAVEL AND PREPARE AREA FOR NEW GRAVEL BASE AND PAVMENT

AutoCAD SHX Text

REMOVE FENCE AND PREPARE FOR NEW GATE AND DRIVE.

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text SAWCUT EXISTING PAVEMENT UP TO NEW ASPHALT. CONTRACTOR MAY NEED ADDITIONAL SAWCUTTING JUST PRIOR TO PAVING FOR CLEAN JOINT.

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB/GUTTER

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB UP TO SLAB

AutoCAD SHX Text

REMOVE EXISTING CONCRETE CURB UP TO SLAB

AutoCAD SHX Text

CATCHBASIN AND CONCRETE TO REMAIN

AutoCAD SHX Text

SAWCUT ASPHALT AS CLOSE TO GATE AS POSSIBLE.

AutoCAD SHX Text

REMOVE 6' CURB AND ISLAND AREA IN IT'S ENTIRETY

AutoCAD SHX Text

MAIN HOSPITAL BUILDING 1

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

ENGINEERING BUILDING 1

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

BOILER PLANT BUILDING 2

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

CONTRACTOR AREA

AutoCAD SHX Text

EXISTING GRAVEL AREA

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text

EXISTING GRAVEL AREA

AutoCAD SHX Text

EXISTING GRAVEL AREA

AutoCAD SHX Text

EXISTING ASPHALT ISLAND

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

SEE SIDEWALK PLAN FOR EXTENTS OF CONSTRUCTION

AutoCAD SHX Text

REMOVE APPROX. 12' OF SIDEWALK. SAWCUT AT EXISTING JOINT.

AutoCAD SHX Text

REMOVE APPROX. 12' OF SIDEWALK. SAWCUT AT EXISTING JOINT.

AutoCAD SHX Text

REMOVE APPROX. 3,000 FT OF 2 OF CONCRETE DRIVE AND SIDEWALK

AutoCAD SHX Text

SEE SHEET 7 FOR PUMP DEMOLITION DETAILS

AutoCAD SHX Text

REMOVE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

REMOVE EXISTING ASPHALT UNDERLAIN BY 10" OF CONCRETE

AutoCAD SHX Text

REMOVE EXISTING ASPHALT UNDERLAIN BY 10" OF CONCRETE

AutoCAD SHX Text

REMOVE EXISTING ASPHALT UNDERLAIN BY 10" OF CONCRETE

AutoCAD SHX Text SAWCUT ASPHALT TO EXTENT NECESSARY. REMOVE PAVEMENT AS NECESSARY FOR PUMP STATION EXCAVATION

AutoCAD SHX Text NORTH DRIVE AREA AND ENTIRE AREA IN FRONT OF BUILDING 2 IS ASSUMED TO HAVE 10" OF CONCRETE PAVEMENT BELOW ASPHALT PAVEMENT

AutoCAD SHX Text NORTH DRIVE AREA IS ASSUMED TO HAVE 10" OF CONCRETE PAVEMENT BELOW ASPHALT PAVEMENT

AutoCAD SHX Text

SAWCUT EXISTING ASPHALT PAVEMENT.

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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 - 2

Dwg. 5 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

PROPOSED NEW WORK PLAN

AutoCAD SHX Text D

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 1

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED 6' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED ASPHALT DRIVE. SEE DETAIL

AutoCAD SHX Text

PROPOSED 6" THICK GRAVEL PARKING AREA

AutoCAD SHX Text PROPOSED 6" THICK GRAVEL AREA. MATCH TO NEW PAVEMENT. SHAPE TO DRAIN TO THE SOUTH

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED GRAVEL BOUNDARY

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

PROPOSED 6' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED CONCRETE CURB. SEE DETAIL 2

AutoCAD SHX Text

NEW SIDEWALK. SEE SIDEWALK PLAN FOR EXTENT OF CONSTRUCTION

AutoCAD SHX Text

NEW SIDEWALK. SEE SIDEWALK PLAN FOR EXTENTS OF CONSTRUCTION

AutoCAD SHX Text

NEW SIDEWALK

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL XX

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 13

AutoCAD SHX Text

PROPOSED CONCRETE PAD.

AutoCAD SHX Text

PROPOSED CONCRETE SIDEWALK.

AutoCAD SHX Text

PROPOSED CONCRETE PAD.

AutoCAD SHX Text INSTALL NEW GATE AND OPERATOR. TO MATCH EXISTING SYSTEM. DKS DOORKING, 9100 VEHICULAR SLIDE GATE OPERATOR, OR APPROVED EQUAL

AutoCAD SHX Text

INSTALL NEW MAN GATE AT NEW SIDEWALK. MATCH EXISTING ON CAMPUS.

AutoCAD SHX Text

NEW LIGHT POLE

AutoCAD SHX Text

NEW LIGHT POLE

AutoCAD SHX Text

NEW LIGHT POLE

AutoCAD SHX Text

NEW LIGHT POLE

AutoCAD SHX Text

PROPOSED 8" CONCRETE SLAB 25'X26'

AutoCAD SHX Text

EXISTING DKS DOORKING, 9100 VEHICULAR SLIDE GATE OPERATOR

AutoCAD SHX Text

TOP OF RETENTION = 1137.00

AutoCAD SHX Text

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

NEW SIDEWALK. SEE SIDEWALK PLAN FOR EXTENTS OF CONSTRUCTION

AutoCAD SHX Text

NEW SIDEWALK.

AutoCAD SHX Text PROPOSED ASPHALT PAVEMENT DUE TO EXCAVATION OF PUMP STATION. AREA DEPENDS ON EXTENT NEEDED FOR EXCAVATION

AutoCAD SHX Text

PROPOSED PUMP STATION UPGRADES. IN THIS AREA. SEE PUMP STATION SHEET.

AutoCAD SHX Text PROPOSED 6" THICK GRAVEL AREA. MATCH TO NEW PAVEMENT. SHAPE TO DRAIN TO THE SOUTH

AutoCAD SHX Text

NEW CROSS-WALK PAVEMENT MARKINGS

AutoCAD SHX Text

NEW CROSS-WALK PAVEMENT MARKINGS

AutoCAD SHX Text

NEW SIDEWALK.

AutoCAD SHX Text

NEW CROSS-WALK PAVEMENT MARKINGS

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 2

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 2

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 2

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 3 COORDINATE WITH GRATE MANUFACTURER

AutoCAD SHX Text

PROPOSED CURB AND GUTTER SEE DETAIL 3

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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

AutoCAD SHX Text D

AutoCAD SHX Text

MAIN HOSPITAL BUILDING 1

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

ENGINEERING BUILDING 1

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

BOILER PLANT BUILDING 2

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

CONTRACTOR AREA

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

CB 1 RIM = 1141.46 INVERT = 1135.00

AutoCAD SHX Text

150' - 10" HDPE PIPE @ 0.75% SLOPE

AutoCAD SHX Text

CB 2 RIM 1139.93 INVERT - 1133.88 (BOTH)

AutoCAD SHX Text

23' - 12' HDPE 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" HDPE 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

AutoCAD SHX Text

130' - 18" HDPE 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" HDPE 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

AutoCAD SHX Text

197' - 10" HDPE 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

AutoCAD SHX Text

172' - 10" HDPE PIPE @ 0.75% SLOPE

AutoCAD SHX Text

OUTLET = 1128.23 INTO EXISTING PUMP STA.

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

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

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CB 6 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

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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

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TBM = 1143.30 PK NAIL IN ASPHALT PAVEMENT

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TBM = 1142.77 PK NAIL IN ASPHALT PAVEMENT

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TBM = 1133.88 PK NAIL IN ASPHALT PAVEMENT

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

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CB 1 20' = 6" PVC RIM = 1137.40 INVERT = 1135.20 OUTLET = 1135.00

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183' - 10" HDPE PIPE @ 0.75% SLOPE

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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

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STRUCTURE INLET = 1140.25

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OUTLET = 1131.68

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OUTLET = 1131.00

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REFER TO SHEET C-8 FOR GRADING PLAN

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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-4

PUMP STATION UPGRADES

Dwg. 7 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

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AutoCAD SHX Text DEMO EXISTING PIPE IN THIS AREA AND BACK TO PUMPS TO ALLOW INSTALLATION OF THE NEW MANHOLES AND PIPING.

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PROVIDE 4" CHECK VALVE

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PROVIDE 4" ISOLATION VALVE

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PROVIDE 4" CHECK VALVE

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PROVIDE 4" ISOLATION VALVE

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PROVIDE 8" CHECK VALVE

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PROVIDE 8" ISOLATION VALVE

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PROVIDE 8" CHECK VALVE

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PROVIDE 8" ISOLATION VALVE

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PUMP STA. #1

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PUMP STA. #2

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CONNECT TO EXISTING 12" PVC FORCEMAIN

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CONNECT TO EXISTING 10" PVC FORCEMAIN

AutoCAD SHX Text PROVIDE NEW 12" PVC CROSS CONNECTION PIPE AT ELEVATION 1122.00 EXISTING 16" PVC CROSS CONNECTION AT INVERT ELEVATION 1126.00 SHALL REMAIN

AutoCAD SHX Text KEYNOTES Demolition: 1. Existing Pumps to be re-used. For Reference, existing Pumps are ABS (Sulzer) submersible, Model No. XFP Existing Pumps to be re-used. For Reference, existing Pumps are ABS (Sulzer) submersible, Model No. XFP 100E-CB1-PE45/4 sized at 745 GPM at 17' TDH with a 4” discharge. discharge. 2. Remove existing pump discharge pedestal and all guide rail system components which remain. Remove existing pump discharge pedestal and all guide rail system components which remain. 3. Remove all existing discharge piping and check valves within the wet well and remove existing 10” forcemain required for Remove all existing discharge piping and check valves within the wet well and remove existing 10” forcemain required for forcemain required for new dry well installation. 4. Remove existing level control system and pump controller located within enclosure mounted on Building No. 12. Remove existing level control system and pump controller located within enclosure mounted on Building No. 12. 5. Remove cover of wet well and salvage for re-use. Remove cover of wet well and salvage for re-use. 6. Existing pumps and discharge elbow to remain. For reference, existing pumps are ABS (Sulzer) submersible, Model No. Existing pumps and discharge elbow to remain. For reference, existing pumps are ABS (Sulzer) submersible, Model No. 2046 M120/8 Series AFP sized at 1850 GPM at 17' TDH with an 8” discharge. discharge. 7. Remove existing 8”x12” couplings, 12” Ball Valves, and all 12” piping from the wet well. Remove existing 8”x12” couplings, 12” Ball Valves, and all 12” piping from the wet well. x12” couplings, 12” Ball Valves, and all 12” piping from the wet well. couplings, 12” Ball Valves, and all 12” piping from the wet well. Ball Valves, and all 12” piping from the wet well. piping from the wet well. 8. Remove existing 12” gate valves and forcemain as required for wet well installation. Remove existing 12” gate valves and forcemain as required for wet well installation. gate valves and forcemain as required for wet well installation. New Work: 9. Install new pump discharge pedestal fitting on vertical guide rails. The pump shall be fitted with an adapter fitting that Install new pump discharge pedestal fitting on vertical guide rails. The pump shall be fitted with an adapter fitting that easily connects to/disconnects from the discharge fitting as the pump is raised from or lowered into the sump. The discharge piping will connect to the discharge fitting so that it is not necessary to disconnect any piping to remove the pump. The system shall include a rail guided quick disconnect apparatus to allow the pump to be pulled up out of the sump without workers entering the sump and without disconnecting the piping. Installation of the pump unit to the discharge connection shall be the result of a simple linear downward motion of the pump unit guided by guide bars. No other motion of the pump unit, such as tilting or rotating, shall be required. The discharge connection shall consist of a cast iron, flanged 90-degree elbow fitting, provided with an ANSI B16.1, Class 125 flange for connecting station piping and a mating flange for the pump discharge connection. The connection elbow shall be provided with a support base and stainless steel anchor bolts, nuts and washers. Anchor bolts shall be of sufficient size to adequately sustain all loads, static and dynamic, placed on the installation. No portion of the pump unit shall bear directly on the floor of the wet well and there shall be no more than one 90-degree bend allowed between the volute discharge flange and station piping. Guide rails shall be a minimum 1-1/2” sch. 40, series 300 stainless steel pipe. Extra rail support guides shall be supplied sch. 40, series 300 stainless steel pipe. Extra rail support guides shall be supplied due to wet well depth and maximum rail support spacing is 10 feet. Stainless steel lift out chains with safety hooks shall be provided for the pumps. 10. Install new 4” ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet Install new 4” ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet diameter vent hole in the piping within the wet well to expel any air entrapped prior to the check valve. 11. Re-install salvaged wet well cover and align to allow proper connection to guide rails for proper pump removal. Re-install salvaged wet well cover and align to allow proper connection to guide rails for proper pump removal. 12. Cut new wet well penetrations as required for discharge piping. All existing penetrations shall be patched to prevent water Cut new wet well penetrations as required for discharge piping. All existing penetrations shall be patched to prevent water infiltration. 13. Install automatic control and level alarm system. The system shall be suitable for use with existing pumps and provide Install automatic control and level alarm system. The system shall be suitable for use with existing pumps and provide level control to start and stop pumps automatically and activate alarms. The system shall consist of a primary and secondary level detection system. The primary system shall be a submersible level transducer consisting of an piezoresistive sensing element, encased in a 316-stainless steel housing with a shielded, vented cable with vent tube filter. (Mercoid PBLT2 Submersible Level Transducer or equal). The secondary level control system shall be two (2) mechanical float type switches and will provide high level alarm and low water shutoff capabilities. The primary and secondary level detection systems shall be connected to a new pump controller installed within the existing control panel. The existing control panel HOA switches, run lights, seal alarm lights, high level beacon, high level alarm buzzer, motor contactors, and pump disconnect/breakers shall be re-used/re-connected. In addition, the pump station pump on and alarm notification to the boiler plant control room shall be re-connected. The pump controller shall provide an alternating relay for this duplex system, and digital elapsed time indicators for each pump shall be added to the Control Panel. 14. Install 2” Sch 40, Series 300 stainless steel pipe rail for both pumps, and install extra rail support guide at 10' above rail Install 2” Sch 40, Series 300 stainless steel pipe rail for both pumps, and install extra rail support guide at 10' above rail Sch 40, Series 300 stainless steel pipe rail for both pumps, and install extra rail support guide at 10' above rail base. Stainless steel lift out chains with safety hooks shall also be provided for the pumps. 15. Install new 8” ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet Install new 8” ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet ductile iron discharge piping within the wet well. Drill a 3/16” diameter vent hole in the piping within the wet diameter vent hole in the piping within the wet well to expel any air entrapped prior to the check valve. Fill in existing penetrations as required to prevent water infiltration. 16. The Contractor shall provide (1) spare pump the the Owner and shall be Sulzer XFP 100E-CB1-DE45/4 sized at 745 GPM The Contractor shall provide (1) spare pump the the Owner and shall be Sulzer XFP 100E-CB1-DE45/4 sized at 745 GPM @ 17' Total Head and a 4" discharge. GENERAL NOTES: 1. Valve Pit Access Cover shall have a clear opening of 54” x 30”, and shall be of heavy duty aluminum, reinforced for 300 Valve Pit Access Cover shall have a clear opening of 54” x 30”, and shall be of heavy duty aluminum, reinforced for 300 x 30”, and shall be of heavy duty aluminum, reinforced for 300 , and shall be of heavy duty aluminum, reinforced for 300 pound per square foot loading. Covers shall have bronze hinges with stainless steel pins, hasps suitable for padlocking, hold-open arms and lifting mechanisms. Frames and covers shall be cast in Type II concrete cover. 2. Valve Pit Manhole shall be dimensioned and operated as shown on the drawings and below. The manhole shall be Valve Pit Manhole shall be dimensioned and operated as shown on the drawings and below. The manhole shall be constructed of precast reinforced concrete. The top slab shall be precast reinforced concrete, type II, with opening to match access cover. The base slab shall be cast monolithically with the bottom barrel section. Pipes shall be connected to manholes by precast in rubber boots or simply grouted in place, Contractor's option. However, the manholes and pipe connections shall be water tight in every way. The valve pit manholes shall be furnished with aluminum, polypropylene plastic reinforced steps. Diameter: 8.0 ft Cover Elevation: 1142.00 ft Pipe Invert Elevation: 1134.00 ft Valve Pit Bottom Elevation: 1132.00 ft 3. All valves shall be designed and guaranteed to perform the service required, shall be installed as shown on the Plans, and All valves shall be designed and guaranteed to perform the service required, shall be installed as shown on the Plans, and shall conform to the following specifications. Flange Details shall be in accordance with ANSI Specification B16.1, Class 125. Cast Iron Parts of valves shall be cast from a superior quality of iron meeting the requirements of ASTMDesignation A126. Valve bodies and bonnets 10” and larger shall conform to Class B material. Those of and larger shall conform to Class B material. Those of smaller valves shall conform to Class A material. All castings shall be clean and sound, without defects of any kind. No plugging, welding or repairing of defects will be allowed. Unless Shown or Specified Otherwise, manually operated valves shall be equipped with a mechanism which will allow the valve to be opened or closed with a force of not more than 40 pounds applied to the nut, crank or handwheel. All Valves shall open by turning handwheels, tee wrenches or other operators in a counterclockwise direction.

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SCALE: 1" = 3'

CA D D BD

133'-0"

INSTALL INLETS AND OUTLETS IN ACCORDANCE WITH THE DESIGN DRAWINGS.

NORTH STRUCTURE

A C C C D BC

167'-0"

INSTALL INLETS AND OUTLETS IN ACCORDANCE WITH THE DESIGN DRAWINGS.

SOUTH STRUCTURE

STORMWATER DETENTION PIPE REQUIREMENTS:

· BASIS OF DESIGN BASED ON CONTECH STORMWATER SOLUTIONS CORRUGATED METAL PIPE STORAGE

SYSTEM. PROPOSED SYSTEM OTHER THEN CONTECH SHALL BE AN APPROVED EQUAL.

· SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION PROCEDURES.

INSTALLATION PROCEDURES SHALL BE SUBMITTED AND APPROVED BY RESIDENT ENGINEER.

· MINIMUM STORAGE REQUIREMENT PER STRUCTURE ( w/ BACKFILL) - 11,000 CF

· ALL RISER AND STUB DETAILS FOR DRAINAGE PIPE CONNECTION TO STRUCTURE SHALL BE PROVIDED BY

MANUFACTURE BASED ON THE PROPOSED LAYOUT.

· STRUCTURE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF

AASHTO M36 OR ASTM A760.

· STRUCTURE SHALL BE DESIGNED FOR AN H-20 LOADING

· MINIMUM COVER SHALL BE IN ACCORDANCE TO THE MANUFACTURER'S REQUIREMENTS.

· HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NATIONAL

CORRUGATED STEEL PIPE ASSOCIATION.

· INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECS. FOR HIGHWAY BRIDGES, SECTION

26, DIVISION 2; OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.

· DETAILS PROVIDED ARE TYPICAL. MANUFACTURE TO PROVIDE FINAL CONSTRUCTION DETAILS.

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

STORMWATER DETENTION

C - 5

Dwg. 8 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

PLAN

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DIAMETER

MIN.

COVER

CORR.

PROFILE

6"-10" 12" 11/2"X1/4"

12"-48" 12" 2 2/3"X1/2"

54"-96" 12" 3"X1", 5"X1"

102"-144" D/8 3"X1", 5"X1"

· BACKFILL REQUIREMENTS FOLLOW THE GUIDELINES OF AASHTO LRFD BRIDGE DESIGN (SEC 12) and CONSTRUCTION (SEC 26).

1 MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.

THE MINIMUM TRENCH WIDTH (12.6.6.1):

PIPE ≤ 12": D + 16"

PIPE > 12": 1.5D + 12"

1a MINIMUM EMBANKMENT WIDTH (in feet) FOR INITIAL FILL ENVELOPE (12.6.6.2):

PIPE < 24": 3.0D

PIPE 24" - 144": D + 4'0"

PIPE > 144": D + 10'0"

2 THE FOUNDATION UNDER THE PIPE AND SIDE BACKFILL SHALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT (26.5.2).

3 BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE GRANULAR MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, AND A MINIMUM OF TWICE THE CORRUGATION DEPTH IN THICKNESS, WITH THE MAXIMUM PARTICLE SIZE OF ONE-HALF OF THE

CORRUGATION DEPTH (26.3.8.1, 26.5.3).

4 PERFORATED CORRUGATED STEEL PIPE (CSP) [HEL-COR].

5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION (26.5.4).

5a INITIAL BACKFILL FOR PIPE EMBEDMENT TO BE FREE DRAINING ANGULAR WASHED SONTE 1/2" - 3" PARTICLE SIZE (WITH NO FINES AND

NO CRUSHED CONCRETE) SUCH AS MDOT RAA, MDOT 6A, MDOT 6AA OR APPROVED EQUAL, COMPACTED TO 90% STANDARD PROCTOR

(T-99). ALL LIFTS PLACED IN A CONTROLLED MANNER. IT IS RECOMMENDED THAT LIFTS NOT EXCEED AN 8" UNCOMPACTED LIFT HEIGHT

TO PREVENT UNEVEN LOADING, AND THE LESSER OF 1/3 THE DIAMETER OR 24" AS THE MAXIMUM DIFFERENTIAL SIDE-TO-SIDE (26.5.4).

6 INITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). SEE TABLE ABOVE.

6a TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF

FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT (12.6.6.3).

7 FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS

PER THE ENGINEER OF RECORD (26.5.4.1).

NOTES:

· GEOTEXTILE SHALL BE USED TO WRAP TRENCH ONLY TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES (PROJECT ENGINEER).

· FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA./2

BUT NO LESS THAN 12", OR 36" FOR PIPE DIAMETERS 72" AND LARGER. CONTACT YOUR CONTECH REPRESENTATIVE FOR

NONSTANDARD SPACING (TABLE C12.6.7-1).

INITIAL FILL ENVELOPE

FINAL BACKFILL

INITIAL BACKFILL

HAUNCH ZONE

B E

D D

I N

F O

U N

D A

T I O

P I P

M B

E D

M E

N T

TRENCH CONDITION EMBANKMENT CONDITION

IN SITU

1 1a

TYPICAL BACKFILL DETAIL

NOT TO SCALE

NOTES:

1. THE CONCRETE CAP (BASE COLLAR/SLAB) SHALL BE SIZED AND DESIGNED

BY OTHERS SO THAT THE LOADS ARE TRANSMITTED TO THE SOIL, AND

NOT THE RISER.

2. THE CONCRETE CAP SHALL BE SIZED TO PROVIDE AN ADEQUATE BOTTOM

AREA BASED ON THE ALLOWABLE BEARING CAPACITY OF THE SOIL.

3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF

ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE WITH THE RISER

CORRUGATIONS.

SECTION A-A

CMP RISER

CUT RISER TO FINAL

ELEVATION IN FIELD

TRAFFIC RATED MANHOLE OR

CATCH BASIN

VEHICULAR WEARING SURFACE

GRATE FRAME INSIDE

DIAMETER SHOULD EQUAL

APPROXIMATELY (RISER Ø + 3")

COMPACTED

SUBGRADE

SIZE, REINFORCING

BY ENGINEER

REINF. CONC. CAP OR

BASE COLLAR/SLAB

USE FLEXIBLE JOINT MATERIAL

TO PREVENT CONCRETE FROM

CONTACTING THE RISER IN ANY

WAY

ACCESS LADDER

(BY MANUFACTURER)

MANHOLE LID OR

CATCH BASIN LID

REINFORCED CONCRETE MANHOLE CAP

(BASE COLLAR/SLAB) DESIGNED BY ENGINEER

MANHOLE CAP DETAIL

SCALE: N.T.S.

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

STORMWATER DETENTION

C - 6

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

PLAN

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Drawn

Revisions: Date

IRON MOUNTAIN, MICHIGAN

UPGRADE STAFF PARKING AREAS

AND UTILITIESOSCAR G. JOHNSON

VA MEDICAL CENTER

IRON MOUNTAIN, MI 49801

585-17-110

GRADING PLAN C - 7

Dwg. 10 of 16ARH100% CONSTRUCTION DRAWINGS 9/11/18 AMS9/11/18

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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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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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ELEV. - 1142.30

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ELEV. - 1142.23

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ELEV. - 1142.02

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ELEV. - 1143.06

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SW AT FLOWLINE ELEV. = 1143.50

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SW AT FLOWLINE ELEV. = 1142.25

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SW AT FLOWLINE ELEV. = 1140.10

AutoCAD SHX Text T/C = 1144.00 F/L = 1143.50

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ELEV. = 1138.20

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F/L ELEV. 1143.00

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F/L ELEV. 1139.00

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MATCH EXISTING ELEV. APPROX. 1138.00 TAPER CURB DOWN TO SIDEWALK

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MATCH EXISTING ELEV. APPROX. 1137.20 TAPER CURB DOWN TO SIDEWALK

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MATCH EXISTING ELEV. APPROX. 1135.95

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MATCH EXISTING PAVEMENT ELEV.

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MATCH EXISTING SIDWALK

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RIM = 1132.83

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ELEV. - 1141.46

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ELEV. - 1139.93

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ELEV. - 1138.35

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ELEV. - 1138.00

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ELEV. - 1139.00

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ELEV. - 1140.25

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ELEV. - 1140.00

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F/L ELEV. - 1143.00

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F/L ELEV. - 1141.75

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F/L ELEV. - 1142.25

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F/L ELEV. - 1140.75

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ELEV. - 1140.57

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ELEV. - 1140.00

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MATCH EXISTING CONCRETE APPROX ELEV. - 1139.70

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ELEV. - 1138.50

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ELEV. - 1139.40

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ELEV. - 1140.00

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ELEV. - 1141.00

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MATCH EXISTING GRADE

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MATCH EXISTING CONCRETE APPROX ELEV. - 1139.20

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ELEV. - 1139.90

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ELEV. - 1138.20

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ELEV. - 1138.40

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ELEV. - 1137.45

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ELEV. - 1137.25

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MATCH AT EXISTING SIDEWALK. APPROX. ELEV. 1136.521136.52

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MATCH AT EXISTING SIDEWALK. APPROX. ELEV. 1136.58

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F/L ELEV. - 1138.00

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F/L ELEV. - 1137.75

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ELEV. - 1138.50

AutoCAD SHX Text

ELEV. - 1137.50

AutoCAD SHX Text

MATCH EXISTING BUILDING GRADE

AutoCAD SHX Text

MATCH EXISTING BUILDING GRADE

AutoCAD SHX Text

MATCH EXISTING BUILDING GRADE

AutoCAD SHX Text

MATCH EXISTING BUILDING GRADE

AutoCAD SHX Text

MATCH EXISTING BUILDING GRADE

AutoCAD SHX Text

MATCH EXISTING CONCRETE APPROX ELEV. - 1139.38

AutoCAD SHX Text

MATCH EXISTING CONCRETE APPROX ELEV. - 1138.93

AutoCAD SHX Text

ELEV. - 1138.30

AutoCAD SHX Text

ELEV. - 1138.80

AutoCAD SHX Text

F/L ELEV. - 1142.87

AutoCAD SHX Text

MATCH AT EXISTING SIDEWALK. APPROX. ELEV. 1136.84 1136.84

AutoCAD SHX Text

ELEV. - 1138.00

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING DRIVE

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

TOP OF RETENTION = 1137.00

AutoCAD SHX Text

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

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

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

EXISTING LIGHTING ELECTRICAL

AutoCAD SHX Text

PROVIDE POSITIVE DRAIN IN NEW GRAVEL AREA. DRAIN TO SOUTH

AutoCAD SHX Text

PROVIDE POSITIVE DRAIN IN NEW GRAVEL AREA. DRAIN TO SOUTH

AutoCAD SHX Text

PROVIDE POSITIVE DRAIN IN NEW GRAVEL AREA. DRAIN TO SOUTH

AutoCAD SHX Text

REFER TO SHEET C-8 FOR GRADING PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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

GRADING PLAN C - 8

Dwg. 11 of 12ARH100% CONSTRUCTION DRAWINGS 9/18/18 AMS9/11/18

AutoCAD SHX Text

MAIN HOSPITAL BUILDING 1

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

ENGINEERING BUILDING 1

AutoCAD SHX Text

MATCH EXISTING ASPHALT

AutoCAD SHX Text

TOP OF WALL ELEV. 1136.60 TAPER WALL TO NORTH AND EAST TO FOLLOW EXISTING GRADE

AutoCAD SHX Text

CB 6 RIM = 1133.25 INVERT = 1128.00

AutoCAD SHX Text

MATCH EX. SIDEWALK ELEV = 1133.91

AutoCAD SHX Text

MATCH EX. BLDG ELEV = 1134.22

AutoCAD SHX Text

MATCH EX. CONCRETE ELEV = 1133.93

AutoCAD SHX Text T/C = 1134.25 F/L = 1133.75

AutoCAD SHX Text

TOP OF CURB = 1134.00 SLOPE SIDEWALK NORTH TO MANHOLE

AutoCAD SHX Text T/C = 1134.00 F/L = 1133.50

AutoCAD SHX Text

RIM = 1133.04

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

AutoCAD SHX Text

TOP CONCRETE ELEV = 1134.00

AutoCAD SHX Text

SLOPE ALL SIDEWALK TO MANHOLE IN GREEN SPACE

AutoCAD SHX Text TOP OF SLAB TO MATCH EXISTING SLAB AFTER CURB IS REMOVED. SLOPE CONCRETE TO MANHOLE IN GREEN SPACE

AutoCAD SHX Text

PAVEMENT ELEV = 1133.80

AutoCAD SHX Text

RIM = 1132.83

AutoCAD SHX Text

PAVEMENT ELEV = 1133.30 MATCH TOP OF SLAB

AutoCAD SHX Text

PAVEMENT = 1133.30

AutoCAD SHX Text

PAVEMENT = 1133.30

AutoCAD SHX Text

SLOPE TO DRAIN TO SOUTHWEST CATH BASIN AND EAST CATCH BASINS

AutoCAD SHX Text T/C = 1133.00 F/L = 1132.75

AutoCAD SHX Text T/C = 1132.29 F/L = 1131.90

AutoCAD SHX Text T/C = 1133.16 F/L = 1132.80

AutoCAD SHX Text T/C = 1132.56 F/L = 1132.25

AutoCAD SHX Text

RIM = 1131.42

AutoCAD SHX Text SLOPE PAVEMENT TO EXISTING MANHOLES. ADJUST MANHOLES AS NECESSARY FOR POSITIVE DRAINAGE.

AutoCAD SHX Text

RIM = 1131.54

AutoCAD SHX Text

RIM = 1131.25

AutoCAD SHX Text

PAVEMENT = 1132.25

AutoCAD SHX Text

PAVEMENT = 1131.80

AutoCAD SHX Text

PAVEMENT = 1131.70

AutoCAD SHX Text

PAVEMENT = 1131.75

AutoCAD SHX Text

MATCH GRADES AT STAIRWAY APPROX. ELEV = 1131.72

AutoCAD SHX Text

HIGH…

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