FA520520R0006_Atch2_Drawings_PDF3of12_Civil.pdf

NEWEXISTING DESCRIPTION

LEGEND AND SYMBOLSGENERAL CIVIL NOTES

ABBREVIATIONS

1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE FEDERAL AND LOCAL LAWS, CODES, ORDINANCES, AND THE STANDARDS OF MISAWA AIR BASE.

2. THE LOCATIONS OF COVERED SLABS, ASPHALT CONCRETE PAVEMENTS, PIPES, UNDERGROUND STRUCTURES, OR OTHER

UTILITIES SHOWN ON THESE PLANS ARE BASED ON VISIBLE FEATURES ON THE GROUND OR AVAILABLE DRAWINGS

PROVIDED BY OTHERS, THEREFORE THEY ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE TYPE OF MATERIALS, EXACT LOCATION, SIZE AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF WORK.

3. EXISTING ASPHALT CONCRETE PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE SWALES, AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. ALL EXISTING UTILITIES, VALVE BOXES, AND MANHOLES, WHETHER SHOWN OR NOT SHOWN ON THE PLANS, THAT ARE

AFFECTED BY TRENCHING WORK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION. IF DISTURBED THEY SHALL

BE RESTORED TO ORIGINAL OR BETTER CONDITION AND ANY DAMAGE SHALL BE REPAIRED AT NO COST TO THE

GOVERNMENT.

5. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, SIZES, AND MATERIALS OF PROPOSED CONNECTIONS TO EXISTING

UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING EXCAVATION ACTIVITIES IN THESE LOCATIONS.

6. THE CONTRACTOR SHALL CONDUCT HIS/HER CONSTRUCTION OPERATIONS WITH MINIMAL INTERFERENCE TO ROADS, DRIVEWAYS, PARKING AREAS, SIDEWALKS, AND OTHER PEDESTRIAN AND VEHICULAR FACILITIES. THE CONTRACTOR SHALL

USE HIS/HER BEST EFFORTS TO PROVIDE CONTINUOUS TRAFFIC FLOW IN ALL DIRECTIONS AT ALL TIMES.

7. THE CONTRACTOR SHALL REVIEW THE PLANS AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY IF

ANY DISCREPANCIES ARE FOUND BEFORE PROCEEDING WITH THE WORK.

8. THE CONTRACTOR SHALL COORDINATE AND OBTAIN CLEARANCES AND PERMITS FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO EXCAVATION ACTIVITIES.

9. ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED. IF THE CONTRACTOR DAMAGES A SURVEY MONUMENT, HE/SHE

MUST REPORT IT IMMEDIATELY TO THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR WILL BE LIABLE FOR

ALL COSTS TO RESTORE AND REPAIR DISTURBED SURVEY MONUMENTS.

10. UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, THE DISRUPTION OF WATER SERVICE

SHALL BE MINIMIZED. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL APPROVE IN ADVANCE ANY SERVICE

INTERRUPTIONS AND THE REMOVAL OF EXISTING UTILITY LINES. WRITTEN NOTIFICATION SHALL BE PROVIDED TO

AFFECTED RESIDENTS 72 HOURS IN ADVANCE OF INTERRUPTIONS OF SERVICE. INTERRUPTIONS TO FACILITATE

CONNECTIONS SHALL BE SCHEDULED TO TAKE PLACE BETWEEN 0800 AND 1600 HOURS. MAXIMUM UTILITY OUTAGE FOR

ANY ONE (1) INTERRUPTION SHALL NOT EXCEED FOUR (4) HOURS PER DAY.

11. UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH SOD IN ACCORDANCE WITH PROJECT

SPECIFICATIONS.

12. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTION TO EXISTING LINES AS REQUIRED TO MINIMIZE WATER

SERVICE INTERRUPTIONS BEFORE THE REMOVAL OF ANY PORTION OF EXISTING LINES.

13. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS PROTECTION FOR EQUIPMENT, TRUCKS OR OTHER

CONSTRUCTION VEHICLES TO PREVENT ANY DAMAGE TO EXISTING AND/OR NEWLY INSTALLED CONCRETE SIDEWALKS, CURBS, AND PAVING.

14. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND AVOID PONDING CONDITIONS

ANYWHERE ON SITE. STORM WATER IS TO BE DIRECTED TO STORM WATER CONVEYANCE STRUCTURES.

15. DUE TO VARIATIONS AND CONSTRAINTS, EACH UTILITY TIE IN LAYOUT WILL BE DETERMINED BY ITS ACTUAL FIELD

CONDITIONS. CHANGES TO THE DESIGN CONFIGURATION REQUIRE APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE AND SHALL BE DOCUMENTED ON THE AS-BUILT DRAWINGS.

16. ALL DISTANCES, DIMENSIONS, AND ELEVATIONS ARE INDICATED IN METRIC UNLESS OTHERWISE INDICATED.

17. ALL EXISTING WATER LINES THAT ARE BEING REPLACED SHALL BE REMOVED AND DISPOSED OF OFF-SITE UNLESS

OTHERWISE INDICATED.

18. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AREAS THAT ARE KNOWN TO HAVE UNDERGROUND

UTILITIES. HAND EXCAVATION IS REQUIRED WITHIN 0.90 METERS OF ANY EXISTING UTILITIES. IN CASES WHERE THE DEPTH

OR ELEVATION ARE NOT INDICATED ON THE PLANS, THE CONTRACTOR SHALL PROCEED WITH CAUTION AND SHALL BE

RESPONSIBLE FOR ANY DAMAGES INCURRED DURING EXCAVATION ACTIVITIES.

19. THE CONTRACTOR SHALL NOTIFY THE 35TH COMMUNICATIONS SQUADRON (35CS) PRIOR TO COMMENCING ANY LAND

DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE AND SUBMIT AF FORM 103 FOR COORDINATING ALL

AGENCIES AT LEAST TWO (2) FULL WEEKS PRIOR TO DIGGING. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO

RESTORE AND REPAIR DISTURBED COMMUNICATION LINES AND/OR APPURTENANCES DAMAGED AS A RESULT OF THE

CONTRACTOR'S ACTIVITIES.

20. PROVIDE SHORING FOR TRENCH EXCAVATION WORK THAT EXCEEDS 1.50 METERS IN DEPTH.

21. ALL EXISTING TREES AND PLANT MATERIALS NOT IDENTIFIED ON THE PLANS FOR REMOVAL OR RELOCATION ARE TO BE

PRESERVED IN PLACE AND PROTECTED. IF PROPOSED IMPROVEMENTS MAY NEGATIVELY AFFECT THE MAJOR ROOT

SYSTEMS, THEN THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE TO

REMOVE OR RELOCATE THE EXISTING TREE OR PLANT MATERIAL.

22. CONTRACTOR SHALL PROVIDE FENCING AND/OR BARRICADES FROM THE UNIT TO THE NEAREST SIDEWALK, STREET OR

OTHER PREDETERMINED DEMARCATION LINE AND BE RESPONSIBLE FOR MAINTAINING THE GROUNDS WITHIN IN

ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS THROUGHOUT THE PERIOD OF WORK.

23. NEW TREES PLANTED SHALL NOT HAVE TORN BARK. NEW TREES SHALL NOT BE FRUIT BEARING.

METRIC/IMPERIAL

CONVERSION SCHEDULE

1 mm = 0.03937 INCHES

INCH 25.4 mm mm 0.003281 FEET

FOOT 304.8 mm m 3.2808 FEET

FOOT 0.3048 m m² 10.764 FEET²

FEET² 0.092903 m² m³ 35.315 FEET³

FEET³ 0.028317 m³ m³ 1.308 CUBIC YARD

CUBIC YD 0.76455 m³ m³ 264.17 GALLONS

GALLON 0.003785 m³

WATER GATE VALVE WITH BOX

FIRE HYDRANT

STORM SEWER DRAINAGE MANHOLE

BUILDING/STRUCTURE

D

SANITARY SEWER PIPE

SS

x

W WATER PIPE

E

ELECTRICAL MANHOLE

x

W

SEWER MANHOLE

S

STORM DRAINAGE PIPE

x

SD

DECIDUOUS/CONIFEROUS TREE

TREE LINE

UNDERGROUND ELECTRIC LINE

x

E

XX

CHAIN LINK FENCE

DECIDUOUS/CONIFEROUS BUSH

AC

CO

CON/CONC

CW

DMH

E

GV

HW

INV

N

NTS

SMH

THK

ASPHALTIC CONCRETE, ASBESTOS CEMENT

CLEANOUT

CONCRETE

COLD WATER LINE

DRAINAGE MANHOLE

EASTING, EAST

GATE VALVE

HOT WATER LINE

INVERT

NORTHING, NORTH

NOT TO SCALE

SEWER MANHOLE

THICK

EX. EXISTING

W WATER LINE

REINF. REINFORCE, REINFORCEMENT

EXP. EXPANSION

JT. JOINT

DWG. DRAWING

M METER

MM MILLIMETER

TYP. TYPICAL

MIN. MINIMUM

MAX. MAXIMUM

WWF WELDED WIRE FABRIC

GALV. GALVANIZED

DIA. DIAMETER

O.C. ON CENTER

CLR. CLEAR

DET. DETAIL

PVC POLYVINYL CHLORIDE

C CENTER LINE

L

F FIRE LINE

BC BOTTOM OF CURB

TC TOP OF CURB

POC POINT OF CONNECTION

DI DUCTILE IRON

WSP WET STAND PIPE

FFE FINISHED FLOOR ELEVATION

(NIC) NOT IN CONTRACT

WMB WATER METER BOX

POL PETROLEUM, OIL, & LUBRICANT

H HORIZONTAL

V VERTICAL

TBD TO BE DETERMINED

PRV PRESSURE REDUCING VALVE

ARV AIR RELEASE VALVE

STORM SEWER CATCH BASINCB

ELECTRICAL UTILITY VENT

SANITARY SERVICE CLEANOUT

LIMITS OF ASPHALT PAVEMENT REPAIRS

INLET PROTECTION

SILT FENCE

WALKWAY PAVEMENT

x

SS SS

HPS

BOLLARD

C

CO

AC

AIR CONDITIONING UNIT AND PAD

DEMOLISH

CURB

SQ m SQUARE METER

TREE DRIPLINE

FO

HIGH PRESSURE STEAM PIPES

FIBER OPTIC CABLE

FO

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

ROOF DRAIN CATCH BASIN

SIGN POST

CLOTHES LINE POST

LIGHT POLE

STAIR AND RAMP

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LANDSCAPING, WALL AND BERM REPAIR

HOSE BIBB

HB HBHB

SF

IP

TREE PROTECTION FENCING

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SEGMENTAL RETAINING WALL

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MAB

MISAWA AIR BASE

SS SANITARY SEWER

CB

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TEMPORARY ACCESS FOR SHARED PARKING

PAVING SECTION PER DETAIL 10/C-503

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SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 46.50 SQ m±

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

HOSE BIB AND

ADDITIONAL WATER LINE

DEMOLITION

REMOVE AND

SALVAGE MANHOLE

COVER AND COLLAR

HOSE BIB AND

ADDITIONAL WATER LINE

DEMOLITION

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CD101

B116 CIVIL DEMOLITION PLAN

SCALE: 1:100

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

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1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

B116

B117

B178

B179YELLOWSTONE DR

B190 B189B188 B187

B186B185 B184 SHENANDOAH DRN

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DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

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MATCHLINE SEE SHEET CD104

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RAMP AND RAILING TO BE

REMOVED

11.08 SQ m± SEE

ARCHITECTURAL PLANS

FOR DETAILS

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

SANITARY SEWER PIPE

DEMOLITION (TYP.) .

MANHOLE TO REMAIN

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

WATER VALVE TO REMAIN.

WATER VALVE TO REMAIN.

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

HOSE BIB AND

ADDITIONAL WATER

LINE DEMOLITION

HOSE BIB AND

ADDITIONAL WATER

LINE DEMOLITION

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

REMOVE AND

SALVAGE MANHOLE

COVER AND COLLAR

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 102.08 SQ m±

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 12.75 SQ m±

IP

DEMOLISH DAMAGED

SIDEWALK

24.5 SQ m ±

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CD102

B116 CIVIL DEMOLITION PLAN

SCALE: 1:100

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

B116

B117

B178

B179YELLOWSTONE DR

B190 B189B188 B187

B186B185 B184 SHENANDOAH DRN

R E

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IDENTIFICATION

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

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DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

C

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MATCHLINE SEE SHEET CD105

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TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

REMOVE 26.2m± OF EX.

CONCRETE BLOCK WALL

AND BACKFILL MATERIAL

56.6 SQ m±. SALVAGE

BLOCKS FOR REPAIR OF

WALLS.

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 4.77 SQ m±

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 46.9 SQ m±

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Xref ..\Common\QKKA184008-Keyplan-T117.dwg

CD103

B116 CIVIL DEMOLITION PLAN

SCALE: 1:100

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

B116

B117

B178

B179YELLOWSTONE DR

B190 B189B188 B187

B186B185 B184 SHENANDOAH DRN

R E

P A

M

I L

Y

H

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S I N

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SHEET

IDENTIFICATION

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

B

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DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

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REMOVE EX. METER IN EX.

METER VAULT. VALVES TO

REMAIN. SEE DETAIL 4/C-504

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HPS

HPS

HPS

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HPS

HPS

HPS

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HPS

HPS

HPS

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AD410

REMOVE SIDEWALK

12.84SQ m± AND CURB

5.39m±, WITHIN LIMITS

SHOWN

STAIRS, RAMP, ENTRY

AND RAILING REMOVAL,

22.13 SQ m±

SEE ARCHITECTURAL

PLANS

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

REMOVE EX. WATERLINE

3.25m±

REMOVE EX. VALVE

HOSE BIB AND ADDITIONAL WATER

LINE DEMOLITION

DEMOLISH HOSE BIB AND

ADDITIONAL WATER LINE

DEMOLISH HOSE BIB AND

ADDITIONAL WATER LINE

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 102.1 SQ m±

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 44.49 SQ m±

IP

I P

I P

REMOVE LANDSCAPING AND

EXCAVATE AS NECESSARY

TO PREPARE FOR

CONCRETE PAVING

14.5 SQ m±

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

SUMP PUMP DRAIN LINE

DEMOLITION

DEMOLISH EXISTING

SIDEWALK FOR UTILITY

REPLACEMENT AND RAMP

IMPROVEMENTS

75.5 SQ m±

SEE ARCHITECTURAL

PLANS FOR STAIR

DEMOLITION

X

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2.77m±

2.62m±

3.40m±

CD104

B116 CIVIL DEMOLITION PLAN

SCALE: 1:100

R E

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SHEET

IDENTIFICATION

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1 2 3 4 5

M A

R K

D E

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R I P

T I O

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A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

B

B

Y

E

L

L

O

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P

L A

N

DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

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SEE SHEET CD106 FOR PARKING LOT DEMOLITION

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E x

E x

S S x

S S x

S S x

S S x

S S x

S S x

SD

x

H

B

SS

x

SS

x

SS

x

SS

x

SS

x

W x

W x

W x

W x

AD410

STAIRS, RAMP, ENTRY

AND RAILING REMOVAL

2 STEPS, 29.63 SQ m±

SEE ARCHITECTURAL

PLANS

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

SANITARY SEWER PIPE

DEMOLITION (TYP.)

MANHOLE TO REMAIN

HOSE BIB AND

ADDITIONAL WATER

LINE DEMOLITION

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 81.21 SQ m±

EX. CONCRETE BLOCK WALL

TO REMAIN, REMOVE 100mm

OF TOPSOIL FOR BERM

RESTORATION 16.74 SQ m±

IP

REMOVE LANDSCAPING AND

EXCAVATE AS NECESSARY

TO PREPARE FOR

CONCRETE PAVING

26.37 SQ m±

EXISTING

MANHOLE TO

REMAIN

IP

REMOVE SIDEWALK 9.37

SQ m± AND CURB 4.52m±, WITHIN LIMITS SHOWN

REMOVE AND SALVAGE SIGN

FOR RE-INSTALLATION AFTER

BERM STABILIZATION (TYP.)

DEMOLISH SIDEWALK

FOR UTILITY, STAIR

AND RAMP

CONSTRUCTION

46.0 SQ m ±

4.53m±

3.10m±

CD105

B116 CIVIL DEMOLITION PLAN

SCALE: 1:100

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

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SHEET OF 295

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Xref ..\Common\QKKA184008-Keyplan-T117.dwg

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DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

C

D

C

D

C

D

C

D

C

D

C

D

M A

T C

H L I N

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S

E

PLAN

NORTH

4 8

MATCHLINE SEE SHEET CD103

SEE SHEET CD106 FOR PARKING LOT DEMOLITION

C

B

C

B

T

C B

D

CB

C

B

C

B

S

W

C

B

C

B

S

D

D D

S

D

C B

S

D

S

S x

S

S x

S

S x

S

S x

S S x

S S x

S

S x

S

S x

SS

xSS x

S

S x

S

S x

S S x

S S x

S S x

W x

W x

W x

W x

W x

W x

W x W x

W x

S D x

S D x

S D x

S D x

S

D x

SD

x

S

D x

S

D x

S

D x

S

Dx

SD

x

S

D x

S D x

E x

E x

E x

E x

E x

SMOKE

HUT

H

B

C B

C B

C B

C B

C B

C B

E x

W x

W x

W x

W x

W x

W x

W x

W

S D x

S D x

CB

CB

LIMITS OF PAVEMENT

REPAIRS, SAW CUT AT

EXISTING PAVMENT LINE

PRIOR TO REMOVAL.

LIMITS OF PAVEMENT

REPAIRS - SAW CUT

AT EXISTING

PAVEMENT SEAM

PRIOR TO REMOVAL

REMOVE ASPHALT AND

BASE COURSE TO A

DEPTH OF 75 mm WITHIN

LIMITS SHOWN.

MAINTAIN EXISTING

GRADE AND DRAINAGE

PATTERNS.

REMOVE SIDEWALK

24.8 SQ m±, CURB 11.2

m±, AND ADA RAMPS

WITHIN LIMITS

SHOWN

CONTRACTOR TO TEMPORARILY

RELOCATE SMOKE HUT TO AN

OWNER APPROVED LOCATION

PRIOR TO PARKING LOT

CONSTRUCTION. SEE SHEET C-106

FOR FINAL LOCATION AFTER

PARKING LOT CONSTRUCTION

LOCATION

EX. INLET TO

REMAIN (TYP)

EX. INLETS TO REMAIN

(TYP)

IP

IP

IP

IP

IP

IP

IP

EX. INLETS TO REMAIN

(TYP)

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

TREE PROTECTION

FENCING (TYP) SEE

DETAIL 3/C-501

DEMOLISH EX. TREES, CURB AND

LANDSCAPING. REMOVE TOPSOIL

FOR PLACEMENT OF PAVING BASE

COURSE. SITE LIGHTING TO BE

REMOVED FOR RELOCATION.

DEMOLISH EX. TREES, CURB AND

LANDSCAPING. REMOVE TOPSOIL FOR

PLACEMENT OF PAVING BASE COURSE.

DEMOLISH EX. TREES, CURB AND

LANDSCAPING. REMOVE TOPSOIL

FOR PLACEMENT OF PAVING BASE

COURSE. SITE LIGHTING TO BE

REMOVED FOR RELOCATION.

CURB AND

LANDSCAPING. REMOVE

TOPSOIL FOR

PLACEMENT OF PAVING

BASE COURSE.

IP

EX. INLET TO BE

REMOVED

8.32m± STORM DRAIN

REMOVAL

5.53m± STORM DRAIN

REMOVAL

IP

IP

PAVEMENT REMOVAL FOR NEW LIGHTING AND ELECTRICAL

LINE, SAWCUT AT EXISTING PAVEMENT LINE PRIOR TO

REMOVAL. EXCAVATE AS REQUIRED FOR LIGHT AND BOLLARD

CONSTRUCTION.

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CD106

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R I P

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

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B116 CIVIL DEMOLITION PLAN

SCALE: 1:200

REPAIR FAMILY HO

USING, B116 (TOW

ER)

MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEETIDENTIFICATION

DESIGNED BY:DWN BY:CKD BY:

SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MYSUPERVISION

TIMOTHY WENDT

SHEET OF295

B116

B117

B178

B179YELLOWSTONE DR

B190 B189B188 B187B186

B185 B184 SHENANDOAH DRN

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DEMOLITION PLAN NOTES

1. SEE CIVIL SITE PLANS FOR THE LOCATION OF RELOCATED

SANITARY SEWER LATERALS AND WATER LINE REPLACEMENT.

2. PROVIDE SHORING DURING TRENCHING WORK FOR

EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE

PAVEMENTS, CONCRETE CURBS AND GUTTERS, CONCRETE

WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE

SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED

BY UTILITIES TRENCHING OR REMOVAL WORK.

4. REMOVE SIDEWALK AND WALKWAYS TO NEAREST JOINT.

5. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED

ON A FIELD SURVEY PERFORMED OCTOBER 2017. ANY

CONSTRUCTION PERFORMED AFTER THAT TIME HAS NOT

BEEN FIELD LOCATED. THE CONTRACTOR SHOULD BE AWARE

THAT THERE MAY BE ADDITIONAL UNDERGROUND OR

OVERHEAD UTILITIES, STRUCTURES, AND PAVING IN THE FIELD

THAT IS NOT SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL SCHEDULE WORK TO ENSURE A

MINIMUM OF ONE LANE OF TRAFFIC IS OPEN THROUGHOUT

DURATION OF CONSTRUCTION. CONTRACTOR SHALL

SCHEDULE WORK TO ENSURE THE FIRE LANES SHALL REMAIN

OPEN THROUGHOUT THE DURATION OF CONSTRUCTION.

7. TREES WITH OR WITHOUT TREE PROTECTION AND WITHIN

THIRTY (30) METERS OF THE BUILDING SHALL BE TRIMMED TO

ELIMINATE ANY BRANCHES WITHIN ONE (1) METER OF THE

GROUND LEVEL AS SHOWN.

8. TOPSOIL REMOVED SHALL BE STOCKPILED ON SITE AND

COVERED TO PREVENT EROSION.

9. THE EXISTING CONCRETE BLOCK WALL SHALL BE CLEARED OF

ALL VEGETATION AT THE BASE, ON THE FACE OF THE WALL,

BETWEEN THE BLOCKS AND ON THE TOP AS PART OF THE

TOSOIL REMOVAL AND WALL REPAIR. BLOCKS SHALL BE

SALVAGED FROM THE WALL REMOVAL AND UTILIZED TO

REPAIR THE WALL IN AREAS SHOWN.

10. CONTRACTOR SHALL REMOVE DAMAGED CONCRETE CURB

ON SITE AS SHOWN AND ANY ADDITIONAL CURBS THAT MAY

HAVE BEEN DAMAGED AFTER THE ISSUANCE OF THESE

PLANS. ESTIMATE 10m± OF DAMAGED CURB.

11.ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-504 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT

IN BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS

PANEL REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED

TO PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

12.ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT THE

CONTRACTORS EXPENSE. DEMOLISHED MATERIAL SHALL NOT

BE STORED OR ABANDONED ON SITE.

C

D

C

D

C

D

C

D

C

D

C

D

PLAN

NORTH

B116

0 1462

S

T

D

D

S

W

D

S

D

S

D

S

S x

S

S x

S

S x

S

S x

S S x

S S x

W x

W x

W x

W x

W x

W x

S

D x

S

D x

SD

x

S D x

S

S x

S

S x

S

S x

S

S x

S

S x

X

X

X

X

X

X

X

X

X

X

X

X

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H P

S

S S

S

S

S S

2.94m± 100mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

CONNECT TO EXISTING

MANHOLE (TYP.)

W

WW

W

W

W W

W

W

W W

W

HB

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

2.66m± 125mm SS

2.55m± 100mm SS

COMBINED INTO

0.75m± 125mm SS

MATCH EX LINE ELEVATION

AND ALIGNMENT

8.62m± 20mm WATER

MATCH EX LINE ELEVATION AND

ALIGNMENT SEE P-101 FOR

WATERLINE CONTINUATION

NEW MH CASTING RIM

ELEVATION SHALL MATCH

EXISTING SURROUNDING

GRADE

0.62m± 100mm SS

0.62m± 125mm SS

MATCH EX LINE ELEVATION

AND ALIGNMENT

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

W

W

W

W

7.96m± 20mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT SEE P-101

FOR WATER LINE

CONTINUATION

W

W

W

W

W

W

W

W

W

W

W

W

HB

NEW HOSE BIBB (TYP.)

ADD CAP BLOCK TO EX.18.5 m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

E

X

I

S

T

I

C

Y

C

E

L

T

E

R

APROXIMATE LIMIT OF

BERM SLOPE

2.66m± 125mm SS

MATCH EX LINE

ELEVATION AND

ALIGNMENT

S

D

3.33m± 40mm SD MATCH EX LINE

ELEVATION AND ALIGNMENT . SEE

P-101 FOR CONTINUATION AT

BUILDING

1.76± 75mm CONDENSATE LINE. CONNECT

TO EXISTING MANHOLE (TYP.)

SEE SHEET MH-401 FOR CONTINUATION

C-101

B116 CIVIL SITE PLAN

PLAN

NORTH

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

R E

P A

M

I L

Y

H

O U

S I N

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M I S

A W

A

A

B

J A

P A

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Q

K K

A

F A

F

J A

N U

A R

Y

SHEET

IDENTIFICATION

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

S U

B M

I T

T E

D

B

Y

U S

A

R

C E

C I V

G

I N

E E

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C E

N T

E R

O T

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J O

I N

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V

E N

T U

R E

N

M

A Y

F A

A

D

S

U I T

E

M I L

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

B

B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Y

E

L

L

O

W

S

T

O

B

B

B

B

B

B

B

S H

E N

A N

D O

N

B116

B

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R

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J J F

T

CIVIL SITE NOTES:

1. WHERE FEASIBLE WALKWAYS SHOULD BE INSTALLED IN THE

SAME ALIGNMENT AND ELEVATION AS THOSE EXISTING.

DRAWINGS PRESENT ALL KNOWN INTERFERENCES. IN THE

EVENT OF AN UNKNOWN INTERFERENCE, ALIGNMENTS AND

ELEVATIONS MAY BE CHANGED (E.G., AVOIDING

CURB-AND-GUTTER OR LANDSCAPE TREE ALIGNMENTS). ALL

PROPOSED ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY

THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL

VARIANCES FROM DESIGN ALIGNMENT SHALL BE DOCUMENTED

ON THE AS-BUILT DRAWINGS.

2. MINIMUM PERMISSIBLE SLOPES FOR SANITARY SERVICES:

80 mm DIA: 1.0%

100 mm DIA: 1.0%

125 mm DIA: 1.0%

3. WHERE FEASIBLE, SANITARY LATERAL PIPE, STRUCTURE, AND

APPURTENANCE RELAYS SHOULD BE INSTALLED IN THE SAME

ALIGNMENT AND ELEVATION AS THOSE EXISTING. DRAWINGS

PRESENT ALL KNOWN INTERFERENCES. IN THE EVENT OF AN

UNKNOWN INTERFERENCE, ALIGNMENTS AND ELEVATIONS MAY

BE CHANGED (E.G., AVOIDING CURB-AND-GUTTER OR

LANDSCAPE TREE ALIGNMENTS). ALL PROPOSED

ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY THE

CONTRACTING OFFICER'S REPRESENTATIVE. BENDS IN PIPES

SHALL CONFORM TO PIPE MANUFACTURERS

RECOMMENDATIONS. ALL VARIANCES FROM DESIGN

ALIGNMENT SHALL BE DOCUMENTED ON THE AS-BUILT

DRAWINGS.

4. PROVIDE ALL FITTINGS AS REQUIRED TO CONNECT THE NEW

SANITARY LATERALS TO THE EXISTING SANITARY SEWERS.

5. CONNECT NEW SANITARY LATERALS TO EXISTING MANHOLES IN

ACCORDANCE WITH SPEC SECTION 33 30 00.

6. CONNECT NEW SANITARY LATERALS TO BUILDING SEWER PIPE.

SEE SHEET P-101 FOR CONNECTION.

7. CONNECT NEW WATER SERVICE TO BUILDING WATER PIPE. SEE

SHEET P-101 FOR CONNECTION.

8. CONTRACTOR SHALL REPAIR CURB ON SITE AS SHOWN AND

ANY ADDITIONAL CURB THAT MAY HAVE BEEN DAMAGED AFTER

THE ISSUANCE OF THESE PLANS. ESTIMATE 10 m OF

ADDITIONAL CURB.

11. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-505 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT IN

BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS PANEL

REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

C

C

C

C

C

C

MATCHLINE SEE SHEET C-104

M A

T C

H L I N

E

S

E

WATER UTILITY NOTE:

SCALE: 1:100 0

4 8

1. WATER LINES TO THE HOSE BIBBS SHALL BE INSTALLED BY

THE PLUMBING CONTRACTOR IN TRENCHES PROVIDED BY AND

BACKFILLED BY THE CIVIL CONTRACTOR. THIS WORK SHALL BE

COORDINATED SUCH THAT TRENCHES ARE FILLED WITHIN 4

HOURS OF COMPLETION OF PIPING INSTALLATION.

2. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL

ALL FITTINGS AS REQUIRED FOR THE HOSE BIBBS.

B

W

W

C B

W

W

C B

T

W

W

C

B

W

S

S

D

S

S

D

S

S

D

D

W

S

S x

SS

x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

S

D x

S

D x

S

D x

S

D x

S

D x

S

D x

S

D x

S

D x

S D x

S

D x

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

H

P

S

H

P

S

H

P

S

H

P

S

E x

E x

E x

E x

W

W

S

S

S

S

6.07m± 100mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

NEW MH RIM AND

COLLAR. RIM SHALL

MATCH EX.

SURROUNDING GRADE

1.03m± 100mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

W

W

W

W

W

W

7.31m± 20mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT

20.79m± 20mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT

1.78m± 125mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

W

W

W

W

W

W

W

W

W

W

W

W

HB

W

W

W

W

W

W

W

W

W

W

W

W

HB

0.62m± 100mm SS

0.62m± 125mm SS

MATCH EX LINE

ELEVATION AND

ALIGNMENT

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

ADD CAP BLOCK TO EX. 44.0m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

ADD CAP BLOCK TO EX. 10.5m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

ADD CAP BLOCK TO EX. 4.8m± OF

BLOCK WALL, TIE SLOPE INTO WALL

SEE DETAIL 5/c-504 FOR CAP

NEW CONCRETE SIDEWALK 24.5 SQ m± SEE

DETAIL 1/C-502 MATCH EXISTING SIDEWALK

GRADE AND MATCH PROPOSED RAMP

GRADE.

CONTRACTOR SHALL BACKFILL WITH

TOPSOIL TO FINISHED SURFACE ELEVATION

AND RESTORE ANY LANDSCAPING

DISTURBED DUE TO CONSTRUCTION

ACTIVITY.

NEW RAMP AND RAILING

SEE ARCHITECTURAL

PLANS

GRADE BERM TO

MEET EX. VALVE RIM

ELEVATION.

GRADE BERM TO

MEET EX. VALVE RIM

ELEVATION.

APROXIMATE LIMIT OF

BERM SLOPE

APROXIMATE LIMIT OF

BERM SLOPE

C-102

B116 CIVIL SITE PLAN

PLAN

NORTH

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

R E

P A

M

I L

Y

H

O U

S I N

T

O W

E R

M I S

A W

A

A

B

J A

P A

N

Q

K K

A

F A

F

J A

N U

A R

Y

SHEET

IDENTIFICATION

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

S U

B M

I T

T E

D

B

Y

U S

A

R

C E

C I V

G

I N

E E

R

C E

N T

E R

O T

H

J O

I N

T

V

E N

T U

R E

N

M

A Y

F A

A

D

S

U I T

E

M I L

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

B

B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Y

E

L

L

O

W

S

T

O

B

B

B

B

B

B

B

S H

E N

A N

D O

N

B116

B

C

I V

I L

S

I T

E

P

L A

N

R

J O

H N

S T

O N

R L W

J J F

T

CIVIL SITE NOTES:

1. WHERE FEASIBLE WALKWAYS SHOULD BE INSTALLED IN THE

SAME ALIGNMENT AND ELEVATION AS THOSE EXISTING.

DRAWINGS PRESENT ALL KNOWN INTERFERENCES. IN THE

EVENT OF AN UNKNOWN INTERFERENCE, ALIGNMENTS AND

ELEVATIONS MAY BE CHANGED (E.G., AVOIDING

CURB-AND-GUTTER OR LANDSCAPE TREE ALIGNMENTS). ALL

PROPOSED ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY

THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL

VARIANCES FROM DESIGN ALIGNMENT SHALL BE DOCUMENTED

ON THE AS-BUILT DRAWINGS.

2. MINIMUM PERMISSIBLE SLOPES FOR SANITARY SERVICES:

80 mm DIA: 1.0%

100 mm DIA: 1.0%

125 mm DIA: 1.0%

3. WHERE FEASIBLE, SANITARY LATERAL PIPE, STRUCTURE, AND

APPURTENANCE RELAYS SHOULD BE INSTALLED IN THE SAME

ALIGNMENT AND ELEVATION AS THOSE EXISTING. DRAWINGS

PRESENT ALL KNOWN INTERFERENCES. IN THE EVENT OF AN

UNKNOWN INTERFERENCE, ALIGNMENTS AND ELEVATIONS MAY

BE CHANGED (E.G., AVOIDING CURB-AND-GUTTER OR

LANDSCAPE TREE ALIGNMENTS). ALL PROPOSED

ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY THE

CONTRACTING OFFICER'S REPRESENTATIVE. BENDS IN PIPES

SHALL CONFORM TO PIPE MANUFACTURERS

RECOMMENDATIONS. ALL VARIANCES FROM DESIGN

ALIGNMENT SHALL BE DOCUMENTED ON THE AS-BUILT

DRAWINGS.

4. PROVIDE ALL FITTINGS AS REQUIRED TO CONNECT THE NEW

SANITARY LATERALS TO THE EXISTING SANITARY SEWERS.

5. CONNECT NEW SANITARY LATERALS TO EXISTING MANHOLES IN

ACCORDANCE WITH SPEC SECTION 33 30 00.

6. CONNECT NEW SANITARY LATERALS TO BUILDING SEWER PIPE.

SEE SHEET P-101 FOR CONNECTION.

7. CONNECT NEW WATER SERVICE TO BUILDING WATER PIPE. SEE

SHEET P-101 FOR CONNECTION.

8. CONTRACTOR SHALL REPAIR CURB ON SITE AS SHOWN AND

ANY ADDITIONAL CURB THAT MAY HAVE BEEN DAMAGED AFTER

THE ISSUANCE OF THESE PLANS. ESTIMATE 10 m OF

ADDITIONAL CURB.

11. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-505 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT IN

BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS PANEL

REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

C

C

C

C

C

C

MATCHLINE SEE SHEET C-105

M A

T C

H L I N

E

S

E

WATER UTILITY NOTE:

1. WATER LINES TO THE HOSE BIBBS SHALL BE INSTALLED BY

THE PLUMBING CONTRACTOR IN TRENCHES PROVIDED BY AND

BACKFILLED BY THE CIVIL CONTRACTOR. THIS WORK SHALL BE

COORDINATED SUCH THAT TRENCHES ARE FILLED WITHIN 4

HOURS OF COMPLETION OF PIPING INSTALLATION.

2. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL

ALL FITTINGS AS REQUIRED FOR THE HOSE BIBBS.

SCALE: 1:100 0

4 8

D

C

B

W

W

W

C B

C

B

C B

C B

C B

D

S

D

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

W x

W x

W x

W x

W x

W x

W x

W x

W x

S D x

S D x

S

D x

S

D x

S D x

S

D x

S D x

S D x

W

RECONSTRUCT 30 m± OF CONCRETE

BLOCK WALL WITH CAP.

RECONSTRUCT BERM AS SHOWN ON

DETAIL 1/ C-504

APROXIMATE LIMIT OF

BERM SLOPE

ADD CAP BLOCK TO EX. 3.9m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

ADD CAP BLOCK TO EX. 23.2m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

LIMIT OF WALL RECONSTRUCTION, TIE

INTO EXISTING WALL

E

X

I

S

T

I

N

G

B

I

C

Y

C

L

E

S

H

E

L

T

E

R

APROXIMATE LIMIT OF

BERM SLOPE

Y E

L L O

W S

T O

C-103

B116 CIVIL SITE PLAN

SCALE: 1:100

PLAN

NORTH

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D

1 2 3 4 5

MARK

DESCRIPTION

DATE

FINAL DESIGN

SIGNEDTHIS WORK WAS PREPAREDBY ME OR UNDER MY

SUPERVISION

TIMOTHY WENDT

SHEET OF295

R E

P A

M

I L

Y

H

O U

S I N

T

O W

E R

M I S

A W

A

A

B

J A

P A

N

Q

K K

A

F A

F

J A

N U

A R

Y

SHEET

IDENTIFICATION

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

S U

B M

I T

T E

D

B

Y

U S

A

R

C E

C I V

G

I N

E E

R

C E

N T

E R

O T

H

J O

I N

T

V

E N

T U

R E

N

M

A Y

F A

A

D

S

U I T

E

M I L

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T I M

O T

N

D T

SHEET OF 295

B116

B117

B

B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Y

E

L

L

O

W

S

T

O

B

B

B

B

B

B

B

S H

E N

A N

D O

N

B

C

I V

I L

S

I T

E

P

L A

N

R

J O

H N

S T

O N

R L W

J J F

T

CIVIL SITE NOTES:

1. WHERE FEASIBLE WALKWAYS SHOULD BE INSTALLED IN THE

SAME ALIGNMENT AND ELEVATION AS THOSE EXISTING.

DRAWINGS PRESENT ALL KNOWN INTERFERENCES. IN THE

EVENT OF AN UNKNOWN INTERFERENCE, ALIGNMENTS AND

ELEVATIONS MAY BE CHANGED (E.G., AVOIDING

CURB-AND-GUTTER OR LANDSCAPE TREE ALIGNMENTS). ALL

PROPOSED ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY

THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL

VARIANCES FROM DESIGN ALIGNMENT SHALL BE DOCUMENTED

ON THE AS-BUILT DRAWINGS.

2. MINIMUM PERMISSIBLE SLOPES FOR SANITARY SERVICES:

80 mm DIA: 1.0%

100 mm DIA: 1.0%

125 mm DIA: 1.0%

3. WHERE FEASIBLE, SANITARY LATERAL PIPE, STRUCTURE, AND

APPURTENANCE RELAYS SHOULD BE INSTALLED IN THE SAME

ALIGNMENT AND ELEVATION AS THOSE EXISTING. DRAWINGS

PRESENT ALL KNOWN INTERFERENCES. IN THE EVENT OF AN

UNKNOWN INTERFERENCE, ALIGNMENTS AND ELEVATIONS MAY

BE CHANGED (E.G., AVOIDING CURB-AND-GUTTER OR

LANDSCAPE TREE ALIGNMENTS). ALL PROPOSED

ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY THE

CONTRACTING OFFICER'S REPRESENTATIVE. BENDS IN PIPES

SHALL CONFORM TO PIPE MANUFACTURERS

RECOMMENDATIONS. ALL VARIANCES FROM DESIGN

ALIGNMENT SHALL BE DOCUMENTED ON THE AS-BUILT

DRAWINGS.

4. PROVIDE ALL FITTINGS AS REQUIRED TO CONNECT THE NEW

SANITARY LATERALS TO THE EXISTING SANITARY SEWERS.

5. CONNECT NEW SANITARY LATERALS TO EXISTING MANHOLES IN

ACCORDANCE WITH SPEC SECTION 33 30 00.

6. CONNECT NEW SANITARY LATERALS TO BUILDING SEWER PIPE.

SEE SHEET P-101 FOR CONNECTION.

7. CONNECT NEW WATER SERVICE TO BUILDING WATER PIPE. SEE

SHEET P-101 FOR CONNECTION.

8. CONTRACTOR SHALL REPAIR CURB ON SITE AS SHOWN AND

ANY ADDITIONAL CURB THAT MAY HAVE BEEN DAMAGED AFTER

THE ISSUANCE OF THESE PLANS. ESTIMATE 10 m OF

ADDITIONAL CURB.

11. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 3/C-505 TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL BUILDING DISTURBANCE THAT WILL RESULT IN

BUILDING ACCESS (WINDOW/DOOR REMOVAL, ACCESS PANEL

REPLACEMENT AND OTHERS) SHALL ALSO BE FENCED TO

PREVENT ACCESS BY CHILDREN AND UNAUTHORIZED

PERSONNEL. ALL GATES SHALL HAVE A FIRE DEPARTMENT

APPROVED LOCK.

C

C

C

C

C

C

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

WATER UTILITY NOTE:

4 8

1. WATER LINES TO THE HOSE BIBBS SHALL BE INSTALLED BY

THE PLUMBING CONTRACTOR IN TRENCHES PROVIDED BY AND

BACKFILLED BY THE CIVIL CONTRACTOR. THIS WORK SHALL BE

COORDINATED SUCH THAT TRENCHES ARE FILLED WITHIN 4

HOURS OF COMPLETION OF PIPING INSTALLATION.

W

D

D

CO

C

B

D

C

B

S

W

C

B

C

B

D

D

S

S

D

S

S x

S

S x

S

S x

S

S x

S

S x

SS

xSS x

S S x

S S x

S S x

W x x

W x

W x

S D x

S

D x

S

D x

SD

x

S

D x

S

Dx

S D x

S D x

B

H P

S

HPS

H P

S

HPS

H P

S

HPS

W

W

W

W

S S

S S

S S

S S

S S

S

S

NEW WATER PIPE IN EX.

METER PIT CONNECT

NEW PIPE TO 2-

EXISTING FLANGES. SEE

DETAIL 4/C-504

100 mm WATER VALVE

CONNECT TO EX

100mm WATERLINE

3.43m± 100 mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

AE416

NEW STAIRS AND

RAILING SEE

ARCHITECTURAL PLANS

NEW RAMP AND RAILING

SEE ARCHITECTURAL

PLANS

W

W

W

W

W

W

W

W

W

W

W W

W W W

W W W

W W W

W W W

W W

2.0m± 25 mm WATER MATCH EX LINE

ELEVATION AND ALIGNMENT

SEE P-101 FOR WATERLINE

CONTINUATION

W

W

W

W

W

W

W

W

W

W

W

W

HB

28.49m± 20mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT

W

12.00m± 20mm WATER

MATCH EX LINE

ELEVATION AND

ALIGNMENT

W

W

W

W

W

W

W

W

W

W

W

W

HB

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

W

W

W

W

W

W

W

W

W

W

W

W

HB

NEW HOSE BIBB (TYP.)

SEE DETAIL 4/C-501

6.70m± 100mm SS

MATCH EX LINE

ELEVATION AND

ALIGNMENT

2.94m± 100mm

2.87m± 80mm COMBINED INTO

0.5m± 125mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

2.87m± 100mm

2.94m± 125mm COMBINED INTO

0.5m± 125mm SS MATCH EX LINE

ELEVATION AND ALIGNMENT

W

W W

W

W W

W

W W

W

W

ADD CAP BLOCK TO EX. 41.7m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

ADD CAP BLOCK TO EX. 16.5m± OF

BLOCK WALL, RECONSTRUCT BERM

AS SHOWN ON DETAIL 5/ C-504

S

H

E

L

T

E

R

NEW CONCRETE SIDEWALK

90.1 SQ m± SEE DETAIL 1/C-502

MATCH EXISTING TOP OF CURB

AND SIDEWALK GRADE

BACK OF CURB IS

APROXIMATE LIMIT OF

BERM SLOPE

SEE DETAIL 2/C-505 FOR

RAMP IMPROVEMENTS

3.42m± 40mm CLEAR WATER DRAIN

S

D

8.70m± 40mm SUMP PUMP

DRAIN MATCH EX ELEVATION

AND ALIGNMENT

S

D

S

D

S

D

SEE ARCHITECTURAL

PLANS FOR STAIR

IMPROVEMENTS

C-104

B116 CIVIL SITE PLAN

SCALE: 1:100

PLAN

NORTH

REPAIR FAMILY HO

USING, B116 (TOW

ER)MISAWA AB, JAPAN1058046 (QKKA1840

18)

FA8903-18-F-0022JANUARY 24, 2020

SHEET

IDENTIFICATION

DESIGNED BY:DWN BY:

CKD BY:SOLICITATION NO.:DATE: CONTRACT NO.:

SUBMITTED BY:

U.S. AIR FOR

CE

CIVIL ENGIN

EER

CENTER OTIE RS&H JOIN

T VENTURE

1033N. MAYFAIR

ROAD SUITE 20

MILWAUKEE, WI

53226

A

B

C

D