FA520522R0001_Atch2_Drawings_PDF_03of12_Civil_16Jun20.pdf

PDF 6 MB Posted Jan 19, 2022

Attached to: Project No. QKKA 171042, Repair Dorm Bldg. 542, Misawa Air Base, Japan
Solicitation number: FA520522R0001
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · Dec 28, 2023

This set of civil engineering drawings and specifications supports a repair project for Building 542 at Misawa Air Base in Japan. The project includes site demolition and grading, utility work, sidewalk and road construction, and landscaping including tree planting and protection measures. Water, sewer and electrical utilities will be replaced or upgraded. The work will remove and replace asphalt, concrete, fencing and lighting, as well as demolish existing trees and structures. New ADA-compliant sidewalks and curb ramps will be installed to improve accessibility. Erosion control and site safety precautions are noted.

The opportunity is a firm fixed-price contract awarded under RFP FA520522R0001 issued by the Department of the Air Force Pacific Air Forces. The response due date is not specified. Construction will be performed in accordance with all applicable federal, state and local codes and standards.

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NEWEXISTING

CHAIN LINK FENCE

WATER GATE VALVE WITH BOX

FIRE HYDRANT

SANITARY SEWER CLEANOUT

DRAINAGE MANHOLE

DESCRIPTION

EXISTING BUILDING/STRUCTURE

SANITARY SEWER PIPE

WATER PIPE

ELECTRICAL MANHOLE

LEGEND AND SYMBOLSGENERAL CIVIL NOTES

EXISTING WATER MAIN, SERVICE LATERAL PIPE

AND FITTINGS TO BE REMOVED

EXISTING MANHOLE AND ASSOCIATED

EXTERIOR PIPINGS TO BE REMOVED

CON/CONC

DMH

INV

MAB

NTS

SMH

THK

ASPHALTIC CONCRETE, ASBESTOS CEMENT

CLEANOUT

CONCRETE

COLD WATER LINE

DRAINAGE MANHOLE

EASTING, EAST

GATE VALVE

HOT WATER LINE

INVERT

MISAWA AIR BASE

NORTHING, NORTH

NOT TO SCALE

SEWER MANHOLE

THICKEX. 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 LINEL

ABBREVIATIONS

F FIRE LINE

BC BOTTOM OF CURB

TC TOP OF CURB

POC POINT OF CONNECTIONDI DUCTILE IRON

WSP WET STAND PIPE

FFE FINISHED FLOOR ELEVATION

(NIC) NOT IN CONTRACT

WMB WATER METER BOX

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, AC 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 CONSTRUCTION OPERATIONS WITH MINIMAL INTERFERENCE TO ROADS, DRIVEWAYS, PARKING AREAS, SIDEWALKS, AND OTHER PEDESTRIAN AND VEHICULAR FACILITIES. THE CONTRACTOR SHALL USE ITS 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 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. NEW PIPE ALIGNMENTS MAY BE ADJUSTED SLIGHTLY TO AVOID CONFLICTS WITH TREES, PLANT MATERIALS, OR UTILITIES.

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.

11. UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, THE DISRUPTION OF WATER AND SEWER 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 INTERRUPTION SHALL NOT EXCEED 8 HOURS PER DAY. TEMPORARY SERVICE FOR WATER AND SEWER SHALL BE

PROVIDED AS PART OF THE WORK.

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

SPECIFICATIONS.

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 RESTORE AND CLEAN ANY DAMAGED SIDEWALK, CURB, PAVING, AND GROUND COVERING/GRADING TO ITS ORIGINAL OR BETTER CONDITION WHEN TRENCHING WORK IS COMPLETE.

15. 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.

16. 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.

17. ALL DISTANCES, DIMENSIONS, AND ELEVATIONS ARE INDICATED IN METRIC 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 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. THE ACTUAL LOCATION AND DIRECTION OF EXISTING WATER AND SEWER SERVICE LINES IS APPROXIMATE. THE

CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING SERVICE LINES IN THE VICINITY OF EXISTING TREES, PLANT MATERIALS AND OTHER STRUCTURES THAT MAY NOT BE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO DISTURBING OR RELOCATING SUCH EXISTING

TREES, PLANT MATERIALS AND OTHER STRUCTURES.

22. 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 THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE TO REMOVE OR

RELOCATE THE EXISTING TREE OR PLANT MATERIAL.

23. 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.

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

METRIC/IMPERIAL

CONVERSION SCHEDULE

1 mm = 0.03937 INCHES 1 INCH = 25.4 mm 1 mm = 0.003281 FEET 1 FOOT = 304.8 mm 1 m = 3.2808 FEET 1 FOOT = 0.3048 m 1 m² = 10.764 FEET² 1 FEET² = 0.092903 m² 1 m³ = 35.315 FEET³ 1 FEET³ = 0.028317 m³ 1 m³ = 1.308 CUBIC YARD 1 CUBIC YARD = 0.76455 m³ 1 m³ = 264.17 GALLONS 1 GALLON = 0.003785 m³

SANITARY SEWER MANHOLE

UNDERGROUND ELECTRIC LINE

STORM DRAINAGE LINE

ELECTRICAL PEDESTAL

STORM DRAINAGE INLET

NOTES ON INSTALLATION OF PIPELINES

GENERAL REQUIREMENTS FOR INSTALLATION OF PIPELINES

THESE REQUIREMENTS SHALL APPLY TO ALL PIPELINE INSTALLATION EXCEPT WHERE SPECIFIC EXCEPTION IS MADE IN THE "SPECIAL REQUIREMENTS..." PARAGRAPHS. SUBMIT DRAWINGS FOR INSTALLATIONS ON NEW MAIN LINES AND SERVICE LATERALS TO EXISTING LINES, CONNECTION DETAILS SHOWING PIPE SIZES, INVERT ELEVATIONS, AND

AS-BUILT DRAWINGS.

LOCATION OF WATER LINES

TERMINATE THE WORK COVERED BY THIS CONTRACT AT A POINT APPROXIMATELY 1.5M FROM THE BUILDING , UNLESS OTHERWISE INDICATED. WHERE THE LOCATION OF THE WATER LINE IS NOT CLEARLY DEFINED BY DIMENSIONS ON THE DRAWINGS, DO NOT LAY WATER LINE LESS THAN 3.0 M HORIZONTALLY FROM ANY SEWER LINE. WHERE WATER LINES CROSS UNDER GRAVITY SEWER LINES, ENCASE SEWER LINE FULLY IN CONCRETE FOR A DISTANCE OF AT LEAST

3.0 M ON EACH SIDE OF THE CROSSING. LAY WATER LINES WHICH CROSS SEWER FORCE MAINS AND INVERTED SIPHONS AT LEAST 600 MM ABOVE THESE SEWER LINES AS MEASURED FROM TOP OF PIPE TO INVERT; WHEN JOINTS IN THE SEWER LINE ARE CLOSER THAN 900 MM HORIZONTALLY FROM THE WATER LINE, ENCASE THESE JOINTS IN CONCRETE PER THE DETAIL IN THIS PLAN SET. DO NOT LAY WATER LINES IN THE SAME TRENCH WITH GAS LINES FUEL LINES OR ELECTRIC WIRING. WHERE WATER PIPING IS REQUIRED TO BE INSTALLED WITHIN 1.0 M OF EXISTING STRUCTURES, THE WATER PIPE SHALL BE SLEEVED. THE CONTRACTOR SHALL INSTALL THE WATER PIPE AND SLEEVE ENSURING THAT THERE WILL BE NO DAMAGE TO THE STRUCTURES AND NO SETTLEMENT OR MOVEMENT OF

FOUNDATIONS OR FOOTINGS.

A. INSTALLATION OF WATER PIPING CROSSING SEWER PIPING

(1) NORMAL CONDITIONS: WATER PIPING CROSSING ABOVE SEWER PIPING SHALL BE LAID TO PROVIDE A SEPARATION OF AT LEAST 450 MM BETWEEN THE BOTTOM OF THE WATER PIPING AND THE TOP OF THE SEWER PIPING.

(2) UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION DESCRIBED ABOVE, USE THE

FOLLOWING CONSTRUCTION:

(a) SEWER PIPING PASSING OVER OR UNDER WATER PIPING SHALL BE CONSTRUCTED OF AWWA-APPROVED DUCTILE IRON WATER PIPING, PRESSURE TESTED IN PLACE WITHOUT LEAKAGE PRIOR TO BACKFILLING.

(b) WATER PIPING PASSING UNDER SEWER PIPING SHALL, IN ADDITION, BE PROTECTED BY PROVIDING A VERTICAL SEPARATION OF AT LEAST 450 MM BETWEEN THE BOTTOM OF THE SEWER PIPING AND THE TOP OF THE WATER PIPING;

ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER PIPING TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER PIPING; AND THAT THE LENGTH, MINIMUM 6.1 M, OF THE WATER PIPING BE CENTERED AT THE POINT OF THE CROSSING SO THAT JOINTS SHALL BE EQUIDISTANT AND AS FAR AS

POSSIBLE FROM THE SEWER PIPING.

C. SEWER PIPING OR SEWER MANHOLES: NO WATER PIPING SHALL PASS THROUGH OR COME IN CONTACT WITH ANY

PART OF A SEWER MANHOLE.

LIGHT POLE

DECIDUOUS/CONIFEROUS TREE

EXISTING TREE TO BE REMOVED

EXISTING CONCRETE TO BE REMOVED

EXISTING ASPHALT TO BE REMOVED

NEW CONCRETE AREA

HPS

S Dx

S Sx

EUx

III W III W III W III W III W III W

EXISTING ELECTRICAL LINE TO BE REMOVED

STORM DRAINAGE CATCH BASIN

HIGH PRESSURE STEAM LINE

HIGH PRESSURE STEAM MANHOLE

HIGH PRESSURE STEAM VENT

BOLLARD

NEW ASPHALT AREA

PIPE TO BE ENCASED IN CONCRETE

S D

X X X X X X

W W

EU EU

INLET PROTECTION

TREE PROTECTION

POST INDICATOR VALVE

BUSH

D O

R M

, B

W A

B A

-1

8- F-

, 2

SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

R G

C-001

R .J

O H

O N

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.

27034, Expiration Date: 2022-01-29

Attachment 2 to RFP No. FA520522R0001 Drawings – Civil dated 16 Jun 2020

S S

E CB

D W

E D

W W

S S

D CB

SCB

W W

WW WW

S S Sx

S Sx

S Sx S Sx

S Sx

S S x

SSx

S S x

SSx SSx

SSx

S S x

SSx SSx

SSxSSx

S S x

S Sx

W x

Wx Wx

W x

Wx Wx Wx

W x

Wx Wx Wx Wx Wx

W x

EUx EUx

EUx

EU x

E U x

EUx

E U x

EUx EUx

E U x

H P S

HPS

H P S

HPS

H P

SHP

HPS

H P S

HPS

E U x

EUx

H P S

HPS

H P S

HPS

H P S

HPS

H P S

SSx SSxS S xSS x SS x SS x SS x SSx SSxSSx SSx SSx SSx SSx SSxS SxSS x SS x SS x SS x SSx SSxSSx SSx SSx SSx SSx SSxS SxSS x SS x SS x SS x SS x SSxSSx SSx SSx SSx SSx SSxS SxSSx SS x

SSx SSx SS x SS xS S xSS x SS x SSx SSx SSx

SSx SSx SS x SS x SS xS S xSS x SSx SSx SSx SSx SSxSSx SSx SSx SSx SS x SS xS S xSS x SSx SSx SSx SSx SSxSS xSSx SSx SSx SS x SS xS S xSS x SS x SSx SSx SSx SSxS SxSSx SSx SSx SSx SS x SS xSS x SS x SSx SSx SSx SSxS SxSSx SSx SSx SSx SS x SS xSS xSS x SS x SSx SSx SSxS SxSSx SSx SSx SSx SSx SS xS S xSS x SS x SSx SSx SSx SSxSSx SSx SSx SSx SSx SS xS S xSS x SS x SS x SSx SSx SSxSS xSSx SSx SSx SSx SSx SS xSS x SS x SS x SSx SSx SSxS SxSSx SSx SSx SSx SSx SS xSS x SS x SS x SS x SSx SSxS SxSSx SSx SSx SSx SSx SSxSS xSS x SS x SS x SSx SSx SSxSSx SSx SSx SSx SSx SSxS S xSS x SS x SS x SS x SSx SSxSSx SSx SSx SSx SSx SSxS SxSS x SS x SS x SS x SSx SSxSS xSSx SSx SSx SSx SSx SSxSSx SS x SS x SS x SS x SSxS SxSSx SSx SSx SSx SSx SSxSSx SS x

SS x SS x SS x SSxS SxSSx SSx SSx SSx SSx SSxSS xSSx SS x SS x SS x SS x SSxSSx SSx SSx SSx SSx SSxS SxSSx SS x SS x SS x SS x SSxSSx

S Sx

S Sx S Sx

S Sx S Sx S Sx S Sx

S Sx S Sx

S S x

EUx

E U x

EUx EUx

EUx

EUx EUx

E Ux

E U x

S Dx S Dx

S D x

SDx SDx

SDx

S D x

SDx

S D x

S D x x S Dx

S D x

S Dx S Dx S Dx S Dx S Dx

S Dx S Dx

S Dx

S D x

S Dx

S D x

SDx SDx

SDx

S D x

S Dx

H P S

S D x

S S x

S Sx

C B

TRIM CHERRY TREE TO MEET

VERTICAL CLEARANCE

REQUIREMENTS FOR FIRE LANE

REMOVE EXISTING

CONCRETE SIDEWALK TO

THE NEAREST JOINT (TYP.)

(2.0 SM±)

REMOVE EXISTING

CONCRETE SIDEWALK TO

THE NEAREST JOINT

(27.15SM±)

SAWCUT AND REMOVE

EXISTING CONCRETE CURB

AND GUTTER(10.2M±)

REMOVE EXISTING

ELECTRICAL PADS

SEE ES101

SELFRIDGE STREET

REMOVE EXISTING

CURB AND GUTTER

(0.90M±) AND CONCRETE

SIDEWALK TO THE

NEAREST JOINT (0.98 SM ±)

BLDG 542

BLDG 539

BLDG 538

REMOVE EXISTING

ELECTRICAL MANHOLE

SEE ES101

REMOVE EXISTING

ELECTRICAL MANHOLE

SEE ES101

REMOVE EXISTING

ELECTRICAL MANHOLE

SEE ES101

III

REMOVE EXISTING

WATER LINE, BEND AND

ASSOCIATED

VALVES(12.02M±)

REMOVE EXISTING

ASPHALT

PAVEMENT(14.50 SM±)

REMOVE EXISTING ASPHALT

PAVEMENT(10.27 SM±)

REMOVE EXISTING

CONCRETE SIDEWALK TO

THE NEAREST

JOINT(0.99SM ±)

REMOVE EX CURB AND

GUTTER(0.90M± )

DEMOLISH

EXISTING TREES

(TYP)

REMOVE EXISTING

CONCRETE SIDEWALK TO

THE NEAREST JOINT

(171.57SM±)

PAVILION TO

REMAIN

SEE DETAIL 1/C-505

FOR TREE PROTECTION (TYP)

LIGHTING TO REMAIN

SEE ARCHITECTURAL

PLANS FOR STAIR

DEMOLITION

DEMOLISH

EXISTING TREES

(TYP)

DEMOLISH

EXISTING TREE

(TYP)

LIGHTING TO REMAIN

FLAG POLE TO REMAIN

DEMOLISH EX.

HOSE BIBB, SEE

PLUMBING PLANS

DEMOLISH EX.

HOSE BIBB, SEE

PLUMBING PLANS

DEMOLISH EX.

HOSE BIBB AND

ASSOCIATED

PIPING, SEE

PLUMBING PLANS

REMOVE EXISTING

CONCRETE SIDEWALK

TO THE NEAREST

JOINT (TYP.) (4.1 SM±)

DEMOLISH EXISTING CLEAN OUT AND

4.5m± 120mm PIPE 6.3m± 200mm PIPE

SEAL INLET OPENING AT EXISTING INLET

REMOVE EXISTING

CONCRETE SIDEWALK TO

THE NEAREST JOINT

(34.14 m2±)

REMOVE EXISTING

GRATE AND FRAME, INLET

BOX TO REMAIN SALVAGE

GRATE FOR RE-USE

DEMOLISH

EXISTING

TREES (TYP)

REMOVE EXISTING

CONCRETE SLAB (3.7 SM±)

DEMOLISH

EXISTING TREE

(TYP)

D O

R M

, B

W A

B A

-1

8- F-

, 2

SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

N P

CD101SCALE:

CIVIL SITE DEMOLITION PLAN

1:3001

PLAN

NORTH

0 2193

R .J

O H

O N

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 NOVEMBER

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 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. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE

OF MATERIALS SHALL BE FULLY FENCED PER DETAIL

1/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.

10. ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF AT

THE CONTRACTORS EXPENSE. DEMOLISHED MATERIAL

SHALL NOT BE STORED OR ABANDONED ON SITE.

11. SEE ELECTRICAL PLANS FOR DEMOLITION OF

ELECTRICAL LINES ON SITE.

12. CONTRACTOR SHALL VERIFY THE EXISTENCE OF ANY

WILDLIFE NESTS IN THE TREES PRIOR TO DEMOLITION.

TREE REMOVAL SHALL NOT OCCUR UNTIL THE

FLEDGLINGS HAVE ABANDONED THE NEST.

DEMOLITION PLAN NOTES

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.

27034, Expiration Date: 2022-01-29

S S

E CB

D W

E D

W W

S S

D CB

SCB

WW WW

S S Sx

S Sx

S Sx S Sx

S Sx

S S x

SSx

S S x

SSx SSx

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S S x

SSx SSx

SSxSSx

S S x

S Sx

W x

Wx Wx

W x

Wx Wx Wx

W x

Wx Wx Wx Wx Wx

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EUx

EU x

E U x

EUx

E U x

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H P

SHP

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H P S

HPS

H P S

HPS

H P S

HPS

H P S

SSx SSxS S xSS x SS x SS x SS x SSx SSxSSx SSx SSx SSx SSx SSxS SxSS x SS x SS x SS x SSx SSxSSx SSx SSx SSx SSx SSxS SxSS x SS x SS x SS x SS x SSxSSx SSx SSx SSx SSx SSxS SxSSx SS x

SSx SSx SS x SS xS S xSS x SS x SSx SSx SSx

SS x SS x SS x SSxS SxSSx SSx SSx SSx SSx SSxSS xSSx SS x SS x SS x SS x SSxSSx SSx SSx SSx SSx SSxS SxSSx SS x SS x SS x SS x SSxSSx

S Sx

S Sx S Sx

S Sx S Sx S Sx S Sx

S Sx S Sx

S S x

EUx

E U x

EUx EUx

EUx

EUx EUx

E Ux

E U x

S Dx S Dx

S D x

SDx SDx

SDx

S D x

SDx

S D x

S D x x S Dx

S D x

S Dx S Dx S Dx S Dx S Dx

S Dx S Dx

S Dx

S D x

S Dx

S D x

SDx SDx

SDx

S D x

S Dx

H P S

S D x

S S x

S Sx

C B

SELFRIDGE STREET

BLDG 539

BLDG 538

W W

E U

EU EU

E U

NEW REMOVABLE STEEL BOLLARD WITH

CONCRETE FOOTING, STEEL

TUBEW/COVER & LOCK (190 mm DIAMETER FOUNDATION, 900 mm HIGH) SEE DETAIL 3/C-502

NEW DRIVE ENTRANCE

SEE DETAIL 6/C-503

PROPOSED 150 mm HDPE

WATER LINE

REPLACE SIDEWALK

NEW ELECTRICAL PAD

AND MANHOLES, SEE

ELECTRICAL PLANS

REPLACE PAVEMENT REMOVED

FOR ELECTRICAL WORK, REPLACE

PAVEMENT STRIPING.

REPLACE SIDEWALK

ENCASE WATER PIPE

IN CONCRETE UNDER

PAVEMENT SEE

DETAIL 1/C502

ENCASE SANITARY

PIPE IN CONCRETE

UNDER PAVEMENT

NEW ADA RAMP

SEE ARCHITECTURE PLANS

22.5° BEND

45° BEND

90° BEND

ENCASE EXISTING

SANITARY PIPE IN

CONCRETE UNDER

PAVEMENT

SEE FIRE PROTECTION

PLANS FOR PIPE

CONTINUATION

REPLACE SIDEWALK

REMOVED FOR

ELECTRICAL WORK.

NEW ELECTRICAL LINE

SEE ELECTRICAL PLANS

NEW ELECTRICAL MANHOLE

SEE ELECTRICAL PLANS

NEW ELECTRICAL MANHOLE

SEE ELECTRICAL PLANS

NEW ELECTRICAL MANHOLE

SEE ELECTRICAL PLANS

NEW ELECTRICAL LINE

SEE ELECTRICAL PLANS

NEW CONIFEROUS TREE

TYP.

NEW YOSHINO CHERRY

TREE TYP.

R25

R31

CONNECT ROOF DRAIN TO

MANHOLE SEE DETAIL 2/C502

NEW HOSE BIBB SEE

PLUMBING PLANS FOR

DETAILS

W W

NEW HOSE BIBB, ABANDON

IN PLACE EXISTING 20MM

WATER LINE,

SEE PLUMBING PLANS FOR

DETAILS

W W

NEW HOSE BIBB, ABANDON

IN PLACE EXISTING. 20MM

WATER LINE. SEE

PLUMBING PLANS FOR

DETAILS

W W

W W W

W W

NEW HOSE BIBB SEE PLUMBING

PLANS FOR DETAILS

PIV SEE

DETAIL 3/C-504

W W

S D

W W

W HB

W W

12.30m± 100 mm HDPE

DOMESTIC SUPPLY WATER LINE

BLDG 542

CONNECT NEW 90° BEND

TO EX WATER LINE

SEE PLUMBING PLANS

FOR PIPE CONTINUATION

REPLACE SIDEWALK

WITHIN LIMITS SHOWN

(TYP)

REPLACE SIDEWALK WITHIN

LIMITS SHOWN (TYP)

REPLACE SIDEWALK

WITHIN LIMITS SHOWN

(TYP)

REPLACE SIDEWALK

WITHIN LIMITS SHOWN

(TYP)

NEW 6.1M± WIDE ASPHALT

FIRE LANE SEE DETAIL

1/C-503

CONNECT TO EXISTING

PAVEMENT SEE DETAIL 1/C-503

6.10± m

REPLACE SIDEWALK

W W W

W W

W W W

W W

D O

R M

, B

W A

B A

-1

8- F-

, 2

SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

R G

R .J

O H

O N

SCALE:

CIVIL SITE AND UTILITY PLAN

1:3001

PLAN

NORTH

0 2193

C-101

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 AS SHOWN

HERE-ON. DRAWINGS REPRESENT 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

UTILITIES TO THE EXISTING UTILITIES.

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

SHEET P-101 FOR CONNECTION.

6. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF

MATERIALS SHALL BE FULLY FENCED PER DETAIL 1/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.

CIVIL SITE NOTES: 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.

2. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL FITTINGS AS

REQUIRED THE HOSE BIBBS.

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the

S S

E CB

SCB

D CB

W E

SCB

WW WW

S Sx S Sx

S Sx

S S x

SSx SSx

SSx

S S x

SSx SSx

SSx

S S x

W x

Wx Wx Wx Wx Wx

W x

EUx

EU x

E U x

EUx

E U x

EUx EUx

E U x

HPS

H P S

HPS

H P

SHP

HPS

H P S

HPS

E U x

EUx

H P S

HPS

H P S

S Sx SSx SS x SS x SS x SS x SSx

x SSx SSx SSx S S x SS x SS x SS x SSx SSx SSx

x SSx SS x SS x S S x SS x SSx SSx SSx SSx SSx

x SS x SS x SS x S Sx SSx SSx SSx SSx SS x SS x

x SS x SSx SSx S Sx SSx SSx SS x SS x SS x SS x

x SSx SSx SSx S Sx SS x SS x SS x SS x SSx SSx

x SSx SSx SS x S S x SS x SS x SSx SSx SSx SSx

x SS x SS x SS x S S x SSx SSx SSx SSx SSx SS x

x SS x SS x SSx S Sx SSx SSx SSx SS x SS x SS x

x SSx SSx SSx S Sx SSx SS x SS x SS x SS x SSx

x SSx SSx SSx S S x SS x SS x SS x SSx SSx SSx

x SSx SS x SS x S S x SS x SSx SSx SSx SSx SSx

x SS x SS x SS x S Sx SSx SSx SSx SSx SS x SS x

x SS x SSx SSx S Sx SSx SSx SS x

SS x SS x SS x

x SSx SSx SSx S Sx SS x

SS x SS x SS x SSx SSx

x SSx SSx SS x

S x SS x SS x SSx SSx SSx SSx

x SS x

SS x SS x S S x SSx SSx SSx SSx SSx SS x

x SS x SS x SSx S Sx SSx SSx SSx SS x SS x SS x

x SSx SSx SSx S Sx SSx SS x SS x SS x SS x SSx

x SSx SSx SSx S S x SS x SS x SS x SSx SSx SSx

x SSx SS x SS x S S x SS x SSx SSx SSx SSx SSx

x SSx SS x SS x S Sx SSx SSx SSx SSx SS x SSx

x SS x SSx SSx S Sx SSx SSx SS x SSx SS x SS x

x SSx SSx SSx S Sx SS x SSx SS x SS x SSx SSx

x SSx SSx SS x S

Sx SS x SS x SSx SSx SSx

S Sx

S Sx S Sx

S Sx S Sx S Sx S Sx

S S x

EUx

E U x

EUx EUx

EUx

S Dx S Dx

S D x

SDx SDx

SDx

S D x

S Dx S Dx S Dx S Dx S Dx

S Dx S Dx

S Dx

S D x

S Dx

SDx SDx

S D x

C B

BLDG 539

BLDG 538

NEW ADA RAMP

SEE ARCHITECTURE PLANS

FOR DETAILS

SMH

RIM 38.54

INV W 37.29

INV E 37.28

SMH

RIM 38.55

INV W 37.12

INV SE 36.75

EX. CATCH BASIN

EX. RIM 38.220

NEW RIM 38.556

INV NE 37.55

GRADE SURROUNDING AREA TO

ASSURE POSITIVE DRAINAGE

EX. CATCH BASIN

EX. RIM 38.200

200mm INV N 37.490 200mm INV SW 37.490

CATCH BASIN

RIM 37.80

INV W 37.27

INV S 37.28

R25

R31

W W

S D

W HB

BLDG 542

MATCH EX.

GRADE

MATCH FLOW LINE

GRADE 38.315

MATCH FLOW LINE

GRADE 38.222

MATCH EXISTING

ASPHALT FINISHED

GRADE

MATCH EXISTING

ASPHALT FINISHED

GRADE

5%MAX

38.500

0.5% 2%

38.993

38.409

38.279

5%MAX

39.000

1% 39.000

39.000

38.500

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

38.785

38.907

38.834 38.821

38.699

2.3%

MATCH EX.

GRADE

38.966

38.844

2%42.011± m

4.129± m

5.123± m

0.5%

7.101± m

38.675

38.500

E E

E 38.650

38.805

38.800

6.100± m

42.030± m 2.541± m

1.973± m

2.774± m 1.971± m

D O

R M

, B

W A

B A

-1

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SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

R G

R . J

O H

O N

SCALE:

CIVIL SITE GRADING AND DRAINAGE PLAN

1:2001

PLAN

NORTH

G R

G A

N D

D R

CG1010 1462

CIVIL GRADING NOTES:

1. THE GRADING PLAN IS BASED ON A SURVEY COMPLETED IN 2013. THE BUILDING 539

FIRE LANE WAS CONSTRUCTED AFTER THE SURVEY WAS COMPLETE. CONTRACTOR

SHALL VERIFY EXISTING FIELD ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

2. ANY AND ALL EARTHWORK DISTURBANCE OR STORAGE OF MATERIALS SHALL BE

FULLY FENCED PER DETAIL 1/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.

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the

0+000 0+020 0+040 0+060 0+080 0+100

150mm HPPE, 0.52% 150mm HPPE, 12.33%

150mm DI, 0.51% W

E SS E

STEAM

EXISTING GRADE AT

CENTERLINE OF PIPE

150mm HPPE, 0.52% 150mm HPPE, 1.00% 150mm HPPE, 0.51%

CONCRETE

ENCASEMENT,

SEE DETAIL

1/C-502

HPS

S S

C B

D C

C B

W E

S C

HPS

S W

C B

S S x

SSx SSx

SSx

S Sx

S S x

S Sx S Sx

S S x

S Sx

S S x

SSx

W x

Wx Wx

Wx W x

W x

E U x

EUx

E U x

H P S

HPS

H P S

HPS

H P S

HPS

H P S

HPS

H P S

HPS

HPSHPS

HPS

HPSHPS

HPS

HPSHPS

HPS

H P S

HPS

S S x

EUx EUx

E U x

S D x

S DxS D x

S D x

S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx

S D x

D x

S D x

S Dx

S D x

SDx

S D x

H P S

HPS

H P S

HPS

H P S

HPS

H P S

C B

0+000

0+020

0+040

0+080 0+086

150mm

0m m

SITE AND UTILITY PLAN NOTES:

1 - 150 90 DEG. BEND

1 - THRUST BLOCK

1 - 200 X 150 TEE

1 - THRUST BLOCK

WATERLINE FITTING SCHEDULE

1. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE CONNECTIONS TO MINIMIZE SERVICE INTERRUPTIONS. INTERRUPTIONS TO FACILITATE CONNECTIONS, SHALL BE SCHEDULED TO TAKE PLACE BETWEEN 0800 AND 1600 HOURS. MAXIMUM UTILITY OUTAGE FOR ANY ONE INTERRUPTION SHALL NOT

EXCEED 8 HOURS PER DAY.

2. PROVIDE SHORING DURING TRENCHING WORK FOR EXCAVATIONS EXCEEDING 1.50 METERS IN DEPTH.

3. REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT, CONCRETE CURBS AND GUTTERS, CONCRETE WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE SWALES, AND OTHER STRUCTURES DISTURBED OR DAMAGED BY UTILITIES TRENCHING WORK. TYPICAL TRENCH WIDTH IS 2 M CENTERED ON THE

NEW PIPE OR PIPE TO BE REMOVED.

4. ALL LOCATIONS OF THE EXISTING UTILITY CROSSINGS ARE APPROXIMATE; THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN THE FIELD. SEWER PIPE DIAMETER IS 200MM UNLESS OTHERWISE NOTED.

5. NEW AND EXISTING SERVICE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY SERVICE LOCATIONS AND COORDINATE LOCATIONS WITH MAIN JOINT LOCATIONS ACCORDING TO PROJECT

SPECIFICATIONS.

6. THE EXISTING INFORMATION SHOWN ON THIS SHEET IS BASED ON A COMBINATION OF GIS INFORMATION AND A FIELD SURVEY PERFORMED 13 APRIL THROUGH 03 MAY 2013. 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

1 - 150 GATE VALVE W/BOX

HORIZONTAL SCALE 1:300

10 20

GRAPHIC SCALES

VERTICAL SCALE 1:50

51 2 3 4

D O

R M

, B

W A

B A

-1

8- F-

, 2

SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

R G

SCALE:

WATER SERVICE PROFILE

HORIZONTAL 1:3002

VERTICAL 1:50

SCALE:

WATER SERVICE PLAN

1:3001

PLAN

NORTH

1 - 150 45 DEG. BEND

1 - THRUST BLOCK

1 - 150 22.5 DEG. BEND

1 - THRUST BLOCK

C E

CU101

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.

27034, Expiration Date: 2022-01-29

AutoCAD SHX Text B

AutoCAD SHX Text 4A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text V4

AutoCAD SHX Text B

AutoCAD SHX Text 4C

AutoCAD SHX Text B

AutoCAD SHX Text 4B

AutoCAD SHX Text B

AutoCAD SHX Text 4B

AutoCAD SHX Text B

AutoCAD SHX Text 4A

AutoCAD SHX Text B

AutoCAD SHX Text 4B

AutoCAD SHX Text B

AutoCAD SHX Text 4C

AutoCAD SHX Text T

AutoCAD SHX Text

D O

R M

, B

W A

B A

-1

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, 2

SHEET

IDENTIFICATION

D W

N B

N O

C O

N O

B Y:

U .S

. A

F O

R C

E C

E N

E R

S& H

J O

. M

R O

E, W

I 5

1 2 3 4 5

M A

R K

C R

O N

D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

R G

CONCRETE THRUST BLOCK

SEE PLAN FOR SIZING

TAPPING TEE

EXISTING WATER MAIN PIPE

CONCRETE PEDESTAL

NEW WATER MAIN PIPE

NEW TAPPING VALVE

NEW VALVE BOX

NEW WATER PIPE

MAIN WATER LINE

344mm

300mm 306mm

R=38mm

350mm

216mm 241mm

SECTION - FRAME AND COVER

PLAN - COVER

25mm44mm 250mm

0m m mm mm mm 50 mm

R=25mm 19mm

19mm SQ. HOLE

3mm RAISED

LETTERS

CONCRETE W/ CEMENT

MORTAR SEAT UNDER

VALVE FOR PVC

PIPE MAIN

MAX.

150mm

25mm 75mm

BELOW THIS LINE

WHERE REQUIRED

SLEEVE SHALL NOT EXTEND

BREAK LEVELING COURSE

0m m

200mm MIN.

I.D. PIPE

MORTAR

63mm

2- Ø13mm EACH SIDE

A.C. PAVEMENT

EXIST. GROUND

344mm DIA.

300mm DIA.

VALVE BOX FRAME

& COVER

GATE VALVE AND BOX

900mm x 900mm x 100mm

SYMMETRICAL CONCRETE SLAB

NEW BRANCH ON EXISTING MAIN

1/32 (11.25°)

NOTES:

1. FOR VERTICAL DOWN BEND USE A GRAVITY THRUST BLOCK WITH 2-Ø16 ANCHOR ROD

OVER FITTING EMBEDDED 450mm INTO THE BLOCK. VOLUME IN CUBIC METER SHALL BE

50% OF VALUE GIVEN IN TABLE FOR BEARING AREA.

2. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRESS OF 20684 KPA.

3. OVEREXCAVATE & SUPPORT THRUST BLOCK ON 300mm OF NON EXPANSIVE

STRUCTURAL FILL COMPACTED TO MIN OF 100% MAXIMUM DRY DENSITY.

4. THRUST BLOCK SIZING BASED ON A SOIL BEARING CAPACITY OF 47.847 KN/m² AND A TEST PRESSURE OF 1034.213 KPa.

5. ANY LOOSE OR DISTURBED SOILS SHALL BE REMOVED PRIOR TO POURING

CONCRETE THRUST BLOCK.

6. IF SOILS WITH LOWER BEARING CAPACITY ARE ENCOUNTERED, INCREASE BLOCK

SIZE 50%.

7. DETAILS AND BEARING AREAS ALSO APPLY TO VERTICAL UP BENDS.

BEARING AREA SCHEDULE (SQ. METER)

PLAN BEND

SECTION BENDS/TEE

PLAN TEE

1/8 (45°) 0.292

1/4 (90°) 0.540150

FITTINGS

1/16 (22.5°)

0.149 0.075 0.382

TEE PLUG

PIPE SIZE

0.382

TYPICAL CONFLICT RESOLUTION BY FITTINGS

0.9 m

PROPOSED UTILITY

LIT

± 6.0 m

CENTERED ON UTILITY

RESTRAINED JOINTS (TYP.)

O.D. (TYP. UTILITY)

TYPICAL CONFLICT RESOLUTION BY DEFLECTION

TYPICAL UTILITY

CENTERED ON UTILITY

SEE NOTES

± 6.0 m

VARIES

± 42.672m

PROPOSED UTILITY

0.9

0.9 m

NOTES:

1. THIS DETAIL SHALL BE USED TO AVOID

EXISTING UTILITIES THAT ARE SHOWN ON THE

DRAWINGS.

2. DEFLECTION OF JOINTS SHALL REMAIN WITHIN

MANUFACTURER'S RECOMMENDATIONS.

NOTES:

1. THIS DETAIL SHALL BE USED UNDER THE

FOLLOWING CONDITIONS:

A. WHERE IT IS SPECIFICALLY SHOWN

ON THE DRAWINGS.

B. WHEN UTILITIES NOT SHOWN ON

THE PLAN, ARE ENCOUNTERED.

SEE NOTES

INSTALLATION OF WATER PIPING CROSSING SEWER PIPING

(1) NORMAL CONDITIONS: WATER PIPING CROSSING ABOVE SEWER PIPING SHALL BE LAID TO PROVIDE A SEPARATION OF AT LEAST 450 mm BETWEEN THE BOTTOM OF THE WATER PIPING AND THE TOP OF THE SEWER PIPING.

(2) UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION DESCRIBED ABOVE, USE THE FOLLOWING CONSTRUCTION:

(a) SEWER PIPING PASSING OVER OR UNDER WATER PIPING SHALL BE CONSTRUCTED OF AWWA-APPROVED DUCTILE IRON WATER PIPING, PRESSURE TESTED IN PLACE WITHOUT LEAKAGE PRIOR TO BACKFILLING.

(b) WATER PIPING PASSING UNDER SEWER PIPING SHALL, IN ADDITION, BE PROTECTED BY PROVIDING A VERTICAL SEPARATION OF AT LEAST 450 mm BETWEEN THE BOTTOM OF THE SEWER PIPING AND THE TOP OF THE WATER PIPING;

C. SEWER PIPING OR SEWER MANHOLES: NO WATER PIPING SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SEWER MANHOLE.

R .J

O H

O N

SCALE:

TYP. WATER MAIN INSTALLATION UNDER STRUCTURE

NONE1

SCALE:

TYP. STANDARD THRUST BLOCKS DETAIL

NONE2

SCALE:

DETAIL AT MAIN WATER LINE

NONE3

SCALE:

CONNECTION DETAIL

NONE4

C E

C-501

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.

27034, Expiration Date: 2022-01-29

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CONCRETE

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EARTH

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BEARING

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AREA

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THRUST

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BLOCK

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TRENCH

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UNDISTURBED

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BEND

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BOTTOM OF

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TRENCH

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AREA

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BEARING

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TRENCH

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CONCRETE

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THRUST

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UNDISTURBED

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EARTH

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BLOCK

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BEARING

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TEE

TRENCH

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

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FOUNDATION

SEE ARCHITECTURAL PLANS FOR

DOWNSPOUT AND CONTINUATION.

STRAP WITH ENAMEL PAINT.

CAST IRON SOIL PIPE,

FOR WEIGHT AND TYPE

32 mm BY 5 mm W.I. STRAP, ANCHOR TO

WALL WITH EXPANSION SHEILDS, PROTECT

CAST IRON CLEANOUT ''T'' BRANCH WITH

SEE SPECIFICATIONS

OF JOINT

CAST IRON EIGHTH BEND

THREADED PLUG

EXTERIOR WALL

CAST IRON

EIGHTH BEND

SEE PLANS

FOR COVER

GRADE

PVC/CAST IRON

COUPLING

PVC

R . J

O H

O N

SCALE:

CONCRETE ENCASEMENT DETAIL

NONE1

SCALE:

DOWNSPOUT CONNECTION

NONE2

C-502

SCALE:

REMOVABLE BOLLARD

NONE3

900mm900mm

190mm 500mm 600mm

400mm

100mm 13mm

900mm

50mm165.2mmSTEEL POST T=4.5

BAKING FINISH, BROWN COLOR

LOCK BLOCK AND LOCK

STEEL TUBE

AND COVER

190mm DIA

PLAIN CONCRETE

WEEP HOLE

100mm SAND BASE COURSE

200mm

100mm

CONCRETE

PAVING

EXISTING SUBGRADE TO BE

RE-COMPACTED

BASE COURSE (RC-40) COMPACTED

TO 95% MAXIMUM DENSITY PER THE

MODIFIED PROCTOR TESTING,

100 mm THICKNESS (MIN.)

EXISTING CRUSHED AGGREGATE

BASE COARSE 450 mm THICKNESS

CONCRETE WALKWAY,

100 mm THICKNESS (MIN.)

REPLACE TO NEAREST JOINT

WARNING AND

IDENTIFICATION

TAPESUB-BASE COURSE (SAND),

250 mm THICKNESS (MIN.)

SAND BEDDING,

2 x DIA. THICKNESS (MIN.)

COMPACTED SOIL BACKFILL

SCALE:

CONCRETE WALKWAY PAVEMENT CONDITION

NONE4A

UTILITY

SAND COVER,

1 x DIA. THICKNESS (MIN.)

762 mm (MIN.)

DIA. + 300 mm

DIA.

150 mm

SAND BEDDING,

2 x DIA. THICKNESS (MIN.)

COMPACTED SOIL BACKFILL

FREE FROM PARTICLES

TOPSOIL,

100 mm THICKNESS (MIN.)

SOD

WARNING AND

IDENTIFICATION

TAPE

SCALE:

TURF CONDITION

NONE4B

UTILITY

SAND COVER,

1 x DIA. THICKNESS (MIN.)

762 mm (MIN.)

DIA. + 300 mm

DIA.

150 mm

CONDUIT OR UTILITY

BASE COURSE (M-25) COMPACTED

TO 95% MAXIMUM DENSITY,

150 MM THICKNESS (MIN.),

EXISTING CRUSHED

AGGREGATE BASE COARSE

450 mm THICKNESS

ASPHALT PAVEMENT

SURFACE LIFT, 50 mm

THICKNESS (MIN.),

SAWCUT FOR BUTT JOINT WITH

EXISTING ASPHALT PAVEMENT

DIA. + 300 mm

WARNING AND

IDENTIFICATION

TAPE

600 mm (TYP.)

SUB-BASE COURSE (RC-40)

COMPACTED TO 95% MAXIMUM

DENSITY, 400 mm THICKNESS (MIN.)

SCALE:

ASPHALT CONDITION

NONE4C

SAND BEDDING,

2 x DIA. THICKNESS (MIN.)

SAND COVER, 300 mm

THICKNESS (MIN.)

SCALE:

TYPICAL TRENCH DETAILS

NONE4

762 MM MIN.

150 MM

DIA.

GUIDE PIPE

REFLECTIVE

TAPE

UTILITY

CONCRETE

SLURRY

ENCASEMENT,

20 MPA MIX

BASE C-40

100 mm

150mm

W=3D

EXISTING SUBGRADE TO BE

RE-COMPACTED

EXISTING SUBGRADE TO BE

RE-COMPACTED

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the

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FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

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JOINT FILLER

EXPANSION

PRE-FORMED

5m mSEALER

10mm m m

3mm

CONTROL JOINT

@ 1500mm O.C.

EXPANSION JOINT

@ 6000mm ± O.C.

100mm THICK CONC.

100mm 100mm

SIDEWALK/BIKE PATH DETAIL

NON-REINF. CONC

10 50

BASE COURSE

270mm

LEVELING MORTAR

PRECAST CONC CURB

50 mm (MIN) AC PAVEMENT

TACK COAT

PRIME COAT

10 mm THK EXP JT

FILLER W/ SEALANT

CONC WALK

4C C-503

4B C-503

19mm CHAMFER, (TYP.)

EXISTING SUBGRADE

TO BE RECOMPACTED

CONCRETE SIDEWALK

SURFACE SHOULD BE

BROOM FINISH, TYP.

TYPICAL CONCRETE

mm mm mm

320mm

270mm50 mm

O R

N O

O N

1.2m WIDE

SLOPE 1%MIN - 2%MAX

600mm

COMPACTED SUBGRADE

SAWCUT EXISTING AC

PAVEMENT AT INTERFACE

OF NEW WORK AND

PROVIDE SMOOTH RIDING

CONNECTION

EXISTING AC PAVEMENT

EXISTING BASE

COURSE TO

REMAIN

TYPICAL AC PAVEMENT

NEW AND EXISTING CONCRETE

10mm THK EXP JT

FILLER W/ SEALANT

EXISTING CONC.

WALK TO REMAIN

NEW 100mm THICK

CONCRETE SIDEWALK

EXISTING SUBBASE

TO BE RECOMPACTED

150mm BASE COURSE

COMPACTED TO 95% OF MAX.

DENSITY

m m m m m m m m m m m m

C-503

100mm THK. CONC. WALK WITH 150x150-W2.9xW2.9

WWF PLACED @ MID-DEPTH

100mm THK. CONC. WALK

100mm CRUSHER RUN

(C-40) BASE COURSE

COMPACTED

250mm SAND

SUBBASE COURSE

COMPACTED SUBGRADE

NFS SUBBASE COURSE

PRIME COAT

SLOPE 10% SLOPE 2%

1:1

SAW CUT

0m m

0m m M in

0m m

50mm

605mm 600mm

150mm 25mm

430mm

R13mm

150mm

1:1

NOTE: ALL CURBING CONCRETE IS TO BE AIR ENTRAINED

RESOD

AREA

BEHIND

CURB

SATISFACTORY

COMMON FILL

MATERIAL

TACK

COAT

50mm THICK AC

PAVEMENT

CAST-IN-PLACE STANDARD BARRIER

SURFACE LAYER 50mm

PROVIDE 400mm (MIN)

BASE COURSE FOR AC PAVEMENT,

250MM FOR CONC PAVEMENT,

NEW BASE COURSE COMPACTED

TO MATCH EXISTING

PROVIDE 400mm (MIN)

BASE COURSE FOR AC PAVEMENT,

250MM FOR CONC PAVEMENT,

NEW BASE COURSE COMPACTED

TO MATCH EXISTING

APPLY TACK COAT WHERE NEW

ASPHALT JOINS EXISTING ASPHALT

PRIME COAT (PK-3)

R . J

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SCALE:

CONNECTION DETAIL

NONE1

SCALE:

SIDEWALK CONNECTION DETAIL

NONE2

SCALE:

DETAIL AT WALKWAY AREAS

NONE3

SCALE:

PLAN

NONE4A

SCALE:

SECTION

NONE4B

SCALE:

CONTROL JOINT DETAIL

NONE4C

SCALE:

EXPANSION JOINT DETAIL

NONE4D

SCALE:

SIDEWALK DETAIL

NONE4

SCALE:

CONCRETE CURB AND GUTTER

NONE5

N G

C-503

PROVIDE 150mm (MIN)

BASE COURSE (M-25)

PROVIDE 400mm THICK SUB

BASE COURSE (RC-40) FOR AC

PAVEMENT,

NEW BASE COURSE

COMPACTED

TO MATCH EXISTING

SIDEWALK

2% CROSS SLOPE TYP

0m m

150mm 430mm

SCALE:

CONCRETE FLUSH CURB DETAIL

NONE6

SLOPE 2%

600mm

TACK

COAT

SAW

CUTSLOPE 10%

PRIME COAT

50mm THICK AC

PAVEMENT

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the

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J O

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D A

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

N D

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O N

C-504

MAX. 2.5 m

CONC. PEDESTAL

CHAIN LINK OR STEEL FENCING

SCALE:

TEMPORARY CONSTRUCTION FENCE

NONE1

50 MM GALVANIZED HOLLOW

STEEL POSTS

m M

75 mm CLEARANCE

DRAIN INLET

NOTE:

PLACE FILTER FABRIC TO LIMIT THE NUMBER OF GRAVEL BAGS.

SCALE:

TEMP. INLET PROTECTION

NONE2

DRAIN INLET

COVERED BY

FILTER FABRIC

(MIRAFI OR

APPROVED EQUAL)

GRAVEL

BAGS

PLACED

END TO

END

FILTER FABRIC

(MIRAFI OR

APPROVED EQUAL)

INSTALLED ABOVE

GRATE

TEMPORARY EROSION CONTROL NOTES:

EROSION CONTROL NOTES

PERMANENT EROSION CONTROL MEASURES:

TEMPORARY EROSION CONTROL MEASURES:

SEQUENCE FOR SEDIMENT CONTROL:

1. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF LAND TO BE EXPOSED AT

ANY TIME.

2. EXPOSED AREAS THAT ARE NOT AT FINAL GRADE AND ARE EXPECTED TO BE

EXPOSED FOR MORE THAN 30 DAYS, SHALL BE SEEDED, PLANTED OR COVERED

WITH HYDROSEED VEGETATION TO PREVENT EROSION AND SILT RUNOFF.

3. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE

PERMANENT EROSION CONTROLS ARE IN PLACE AND ESTABLISHED.

1. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON

AS FINAL GRADES HAVE BEEN ESTABLISHED.

2. 2:1 SLOPES SHALL BE TREATED WITH GEOFABRIC OR TREATED WITH SOIL

CONDITIONER TO AID IN THE ESTABLISHMENT OF TURF/PLANTING.

3. 1:1 SLOPES SHALL BE TREATED WITH SLOPE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 19, 2022.