W912QR25R0004_Plans_PH1-0000.pdf

PDF 43 MB Posted Dec 5, 2024

Attached to: Construction of WPAFB AIMR-2C Addition (Bldg. 653)
Solicitation number: W912QR25R0004
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 5, 2024

This is a construction plan file (PDF) posted with a presolicitation notice for a construction project at Wright-Patterson Air Force Base (WPAFB). The file appears to contain building plans for Phase 1 of an addition to Building 653, known as the AIMR-2C Addition. The opportunity is being managed by the U.S. Army Corps of Engineers Louisville District, though no detailed specifications or requirements have been released yet as this is just an initial notice. The actual solicitation details are listed as "forthcoming" under solicitation number W912QR25R0004.

View the file

Other files

File	Type	Posted
W912QR25R0004-0001.pdf	PDF	Jan 2, 2025
JA Belden Facing Brick_Sole Source_AIMR-2C Addition BLDG 653_WPAFB - FINAL_Redacted.pdf	PDF	Dec 9, 2024
W912QR25R0004_Specs_ApdxD_PH1-0000.pdf	PDF	Dec 5, 2024
W912QR25R0004_Specs_PH1-0000.pdf	PDF	Dec 5, 2024

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US Army Corps of Engineers ®

SHEET ID

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3 5 7 9 11 13 15 17 19

D A

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

G-001

C O

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H E

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T -P

A T

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LOUISVILLE DISTRICT

NOVEMBER 27, 2024

WRIGHT-PATTERSON AFB, OH

CONSTRUCTION ADDITION FOR AIMR-C2

RESEARCH - F/20635

P2# 517945 / ZHTV230817

DRAWING INDEX

GENERAL

G-001 COVER SHEET

CIVIL

V-101 EXISTING CONDITIONS

B-001 BORING LOGS

C-001 GENERAL NOTES

C-002 VICINITY AND LOCATION MAP

C-003 AERIAL PHOTOGRAPH

C-004 CONTRACTOR STAGING PLAN

CD101 DEMOLITION PLAN

CS101 DEMOLITION PLAN

CS501 SITE DETAILS

CU101 UTILITY PLAN

STRUCTURAL

S-001 GENERAL NOTES

SD101 RAMP DEMOLITION PLAN

SD102 REPAIR AND DEMO PLAN

SD103 DEMOLITION PLAN AND NOTES

SD104 RETAINING WALL DEMOLITION PLAN

SD105 EXCAVATION NOTES

SD106 REPAIR AND INFILL NOTES

S-101 FOUNDATION PLAN

S-102 FIRST FLOOR PLAN

S-103 ROOF FRAMING PLAN

S-301 RAMP SECTIONS

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES & ABBREVIATIONS

A-002 ARCHITECTURAL CODE REVIEW & STANDARDS

A-003 ARCHITECTURAL LIFE SAFETY - GROUND FLOOR PLAN

A-004 ARCHITECTURAL LIFE SAFETY - FIRST FLOOR PLAN

AD101 ARCHITECTURAL DEMO PLAN - GROUND FLOOR

AD102 ARCHITECTURAL DEMO PLAN - FIRST FLOOR

A-101 ARCHITECTURAL GROUND FLOOR PLAN

A-102 ARCHITECTURAL FIRST FLOOR PLAN

A-103 ARCHITECTURAL ROOF PLAN

A-201 ARCHITECTURAL EXTERIOR ELEVATIONS AND PARTIAL SECTION

A-202 ARCHITECTURAL EXTERIOR ELEVATIONS AND PARTIAL SECTION

A-301 ARCHITECTURAL SECTIONS

A-601 ARCHITECTURAL SCHEDULES

INTERIORS

I-101 GROUND FLOOR FINISH PLAN

I-102 FIRST FLOOR FINISH PLAN

I-103 GROUND FLOOR SIGNAGE PLAN

I-104 FIRST FLOOR SIGNAGE PLAN

I-601 FINISH LEGEND & SCHEDULE

I-602 SIGNAGE SCHEDULE & DETAILS

IF101 GROUND FLOOR FURNITURE PLAN

IF102 FIRST FLOOR FURNITURE PLAN

IF103 FURNITURE TYPICALS

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MH101 MECHANICAL HVAC PLAN

MH102 MECHANICAL BASEMENT PLAN

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MH101 MECHANICAL HVAC PLAN

MH102 MECHANICAL BASEMENT PLAN

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MH101 MECHANICAL HVAC PLAN

MH102 MECHANICAL BASEMENT PLAN

P H

A S

05 December 2024

W912QR25R0004

2Q R

_P la ns _P

H 1-

945944 940935

930 932

932.8

929.2

932.9

928.9 932.7

929.7

932.8

945.6

932.2 932.7

932.6

941.1 943.8

944.1

932.6

929.1 932.9

929.7

6 94 5.

928.8925.8

W W

WWW

W W

WWWWW

W W

E E

E E E E E

E E

EE E E MPS

MPS MPS

E E

E E E

E E E E E E E E

MPSMPS

G G

MPS

G G

G G G G G G

MPS

MPSMPS

MPS

MPS MPS

MPS MPS M

MPS

MPS MPS

MPS

MPS MPS

W W W W W W W W

W W W W W W W

E E

E E E

E E

E E E E E

E E

MPS

MPS MPS

MPS

MPS MPS MPS MPS

SD SD

SAN

SAN SA

SAN

PIV

G G

D S

S S

S CO

UNABLE TO TONE

WATER LINE

RAMP

DOCK

BUILDING 653

BRICK

BUILDING 654

BRICK

BUILDING 655

BRICK CONC

CONC PAD

CONC

PAD

HVAC

10" WALL

CONC8" ABOVE GRADE

METAL PIPE

EQUIPMENT

MOUNTED ON

8" WALLS &

METAL POSTS

C U

R B

CONC

RAISED CONC

UTILITY PAD

ASPHALTCURB &GUTTER TYP

CONC WALK

O N

C W

ASPHALT

CONC PAD

CONC

G R

C O

N C

" W

CONC WALK

C O

N C

CONC

CONC WALK

CONC WALK 12" WALL

C O

N C

K C

M N

C U

R B

STAIRS TO AREA

BELOW CORRIDOR

BUSH

CONC

PAD

ASPHALT

G C

O N

G C

O N

CONC COLUMN

BELOW RAMP

GRAVEL

OVERHEAD

BUILDING

EXTENTS TYP.

PAVER

COLUMN

CONC TYP

OVERHEAD

STAIR LIMITSOVERHEAD

STAIR LIMITS

USAF

MONUMENT

FF=933.03

FF=947.66

TOP OF RAMP

TO CORRIDOR

FF=932.92

UNABLE

TO TONE

WATER LINE

FF=932.95

FF=932.97

12"PVC 6"PVC

24"

RCP

6"VCP

C P

8" (2)

PVC &

VCP

8"VC

P 8"

8"VCP

8"SAN

ASPHALT

HIGH

VOLTAGE

W W

MPS MPS MPS MPS

ABOVE GRADE CONC

RAMP TO CORRIDOR

OVERHEAD BLDG. EXTENTS (CORRIDOR

BETWEEN BLDG. 653 AND 654)

CP103

N:653234.43

E:1522744.70 Z:929.98

TBM-485

N:653183.27 E:1522619.40 Z:929.43

NOT FOUND

BY AES

ELECTRIC

CONC PAD

B-2 B-1

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP101 653471.53 1522402.94 930.84 CROSS NOTCH

CP102 653201.64 1522411.65 915.52 CROSS NOTCH

CP103 653234.43 1522744.70 929.98 CROSS NOTCH

TBM-485 653183.27 1522619.40 929.43

SURVEY CONTROL

BENCHMARK - ARROWBOLT

AT THE REQUEST OF THE PROJECT OWNER, BERDING SURVEYING

(THE SURVEYOR) RETAINED THE SERVICES OF AN UNDERGROUND

UTILITY LOCATING SERVICE, THE UNDERGROUND DETECTIVE (THE

CONSULTANT) UNDER SEPARATE AGREEMENT FROM THE

OWNER/SURVEYOR AGREEMENT. THE CONSULTANT'S FIELD

MARKINGS (PAINT MARKS, FLAGGING) PRESENT AT THE TIME OF

SURVEY FIELD WORK WERE LOCATED BY THE SURVEYOR AND ARE

INCLUDED IN THE SURVEY BASE MAP DRAWING AS A REQUIREMENT

OF THE OWNER AND ARE PROVIDED ONLY FOR REFERENCE

PURPOSES FOR DESIGN AND/OR CONSTRUCTION OF THE PROJECT

AND FOR CONVENIENCE OF THE BIDDERS AND CONTRACTORS. THE

SURVEYOR TAKES NO RESPONSIBILITY WHATSOEVER FOR THE

SERVICES PERFORMED BY THE CONSULTANT, INCLUDING BUT NOT

LIMITED TO THE CONTENT, ACCURACY, NEGLIGENCE, ERRORS OR

OMISSIONS OF CONSULTANT'S FIELD MARKINGS.

PIV

ELECTRIC MANHOLE

ELECTRIC BOX

ELECTRIC PANEL

GAS VALVE

WATER VALVE

POST INDICATOR VALVE

FIRE HYDRANT

STEAM PIT

VENT

SANITARY MANHOLE

CLEANOUT

STORM MANHOLE

DOUBLE GRATE INLET

CATCH BASIN

LIGHT POLE

YARD LIGHT

BOLLARD

SIGN

TREE (SIZE VARIES)

BORING LOCATION

SPOT ELEVATION

CONTROL POINT

BENCHMARK

E E

UNDERGROUND ELECTRIC PER MARKINGS BY

THE UNDERGROUND DETECTIVE (CONSULTANT)

UNDERGROUND GAS PER MARKINGS BY

THE UNDERGROUND DETECTIVE (CONSULTANT)

UNDERGROUND WATER PER MARKINGS BY

THE UNDERGROUND DETECTIVE (CONSULTANT)

MPS

UNDERGROUND STEAM (PRESSURE UNKNOWN)

PER MARKINGS BY THE UNDERGROUND

DETECTIVE (CONSULTANT)

SAN SANITARY SEWER

SD STORM SEWER

BUSH (SIZE VARIES)

BUILDING EXTENTS

ABOVE GROUND

BUILDING EXTENTS

AT GROUND

LEGEND

SURVEY NOTES

TRANSFORMER

1 2

7 8

STM MH

R=929.44 I=919.74

STM MH

R=928.69 I (E)=918.09 I=917.49

24" CATCH BASIN

R=928.04 I=913.04

DOUBLE GRATE INLET

R=926.53 I=922.43

SAN MH

R=927.80 I=918.94

SAN MH

R=920.76

I (E/PVC)=916.11

I (N)=915.46

I (NE)=913.46

I (S & E/VCP)=912.86

SAN MH

R=925.91 I=916.49

SAN MH

R=928.60 I=916.91

STORM & SANITARY KEYNOTES

R . B

G C

O N

V-101

PLAN

NORTH

SCALE: 1"=20'

EXISTING CONDITIONSD1 20' 40'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

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1. REFER TO SHEET V-101 - EXISTING CONDITIONS FOR SOIL BORING

LOCATIONS.

GENERAL NOTES

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GENERAL NOTES

1. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED AS PER SPECIFICATIONS (SUBMITTALS).

2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND

BEFORE BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS. NO CONSTRUCTION, EXCAVATION, OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL

BE FULLY BORNE BY THE CONTRACTOR.

3. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UNFORESEEN UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE SITE ENGINEER FIRST.

ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO

EXTRA COMPENSATION TO THE CONTRACTOR WILL BE ALLOWED.

4. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING.

5. FOR THE PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CONTACT OHIO 811 A MINIMUM OF 3 BUSINESS DAYS PRIOR TO EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE CONTRACTOR WORK LIMITS SHOWN ON THE PLANS. ALL AREAS DISTURBED BY CONTRACTOR OR SUB CONTRACTOR (EQUIPMENT AND/OR PERSONNEL VEHICLES), WHETHER INSIDE THE CONTRACTOR WORK LIMITS OR OUTSIDE THE CONTRACTOR WORK LIMITS, SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION

DOCUMENTS.

7. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION DOCUMENTS AND ALL PERMITS ON THE JOB SITE DURING

ALL PHASES OF CONSTRUCTION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING OF THE AREAS AND SHALL PROVIDE THE OWNER AND THE CONTRACTING OFFICER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE TESTING COMPANY.

DEMOLITION NOTES

1. EXISTING RAMP SHALL REMAIN OPEN AND AVAILABLE TO BUILDING OCCUPANTS UNTIL THE NEW RAMP AT THE ENTRANCE OF THE

FACILITY IS CONSTRUCTED AND IN OPERATION.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES FURNISHING ELECTRICAL, POWER SERVICE SO

THEY CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO FACILITATE DEMOLITION. ALL OTHER UTILITIES SHALL BE DISCONNECTED, CAPPED OR PLUGGED BY THE CONTRACTOR AS DIRECTED BY THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL UTILITIES REQUIRED

TO PROTECT THEM FROM DAMAGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE CONTRACTING OFFICER AT NO COST

TO OWNER.

5. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE AND BASE.

6. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS

REMOVAL AS DIRECTED IN THE DETAILS AND SPECIFICATIONS. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM THROUGH

FULL DEPTH TO BOTTOM OF BASE.

7. MAN-MADE FILL CAN BE EXPECTED IN THE PROJECT SITE AND IN THE FOOTPRINT OF THE NEW ADDITION. UNDERCUT EXISTING FILL MATERIAL WITHIN 10 FEET OF THE BUILDING FOOTPRINT AND BACKFILL THE UNDERCUT AREAS WITH COMPACTED ENGINEERED FILL. PRIOR TO THE PLACEMENT OF COMPACTED ENGINEERED FILL, THE EXPOSED EXCAVATED BEDROCK SURFACE SHALL BE

CLEARED OF ALL DEBRIS AND ROCK FRAGMENTS.

8. BACKFILLING MATERIAL FOR UNDERCUT AREAS SHALL CONSIST OF OHIO DEPARTMENT OF TRANSPORTATION (ODOT) ITEM NO. 304 STONE OR A MATERIAL RECOMMENDED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER. THE CONTRACTOR'S GEOTECHNICAL

ENGINEER MUST APPROVE AND SIGN OFF ON ANY BACKFILL MATERIAL SELECTED.

9. CONTRACTOR TO DIVERT SOLID WASTE FROM THE LANDFILL AS REQUIRED IN THE SPECIFICATIONS. RECYCLED MATERIAL TO BE SEPARATED AND DIVERTED TO RECYCLING FACILITY. SOLID WASTE THAT CAN'T BE DIVERTED SHALL GO TO A STATE CERTIFIED

LANDFILL.

10.CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE SUBJECT TO APPROVAL FROM THE CONTRACTING OFFICER.

11.STAGING AREAS ARE TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER AS APPROVED BY THE CONTRACTING

OFFICER.

SITE UTILITY NOTES

1. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND THE UTILITY OWNER REGARDING ANY UTILITIES

DAMAGED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL PAY ANY AND ALL DAMAGES ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND FACILITIES AND UTILITIES. FOR UTILITIES OWNED BY

WPAFB, THE CONTRACTOR SHALL REPAIR THE UTILITY AND PAY ANY FEES.

2. CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE CONTRACTING OFFICER AND FIRE DEPARTMENT FOR ANY

DISRUPTION OF WATER TO FIRE HYDRANTS.

3. AMERICAN WATER (AW) OWNS AND OPERATES THE WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS AT WPAFB.

4. CONTRACTOR TO COORDINATE ALL FIRE HYDRANT FLOW TESTING, WATER SHUTDOWNS, TEMPORARY WATER FROM FIRE

HYDRANT, UTILITY DISCONNECTIONS, ETC. WITH AMERICAN WATER. ONLY AMERICAN WATER PERSONNEL MAY OPERATE EXISTING VALVES OR HYDRANTS. CONTACT AMERICAN WATER AT 937-623-9786 TO SCHEDULE 3 DAYS IN ADVANCE OF THE WORK.

5. UTILITY PROVIDER INFORMATION:

5.1. ELECTRICITY - AES OHIO

5.2. DOMESTIC WATER - AMERICAN WATER

5.3. SANITARY SEWER - AMERICAN WATER

5.4. STORM - WRIGHT PATTERSON AIR FORCE BASE

5.5. GAS - CENTERPOINT

5.6. HIGH PRESSURE STEAM - WRIGHT PATTERSON AIR FORCE BASE

SPILL CONTROL NOTES

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS

PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE

MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE LOCAL OR AIR FORCE BASE

ENVIRONMENTAL OFFICE, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN MUST BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED

IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT IS RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND

CLEANUP COORDINATOR.

ENVIRONMENTAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 GENERAL

ENVIRONMENTAL REQUIREMENTS (WPAFB). NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST

SUPPRESSING METHODS.

2. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOVERNMENT FOR DISPOSAL. IN ADDITION, PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM AT KAREN.BEASON@US.AF.MIL OR 937-257-5899 OR 88 CEG/CEIEC HAZARDOUS WASTE PM, MARIA.CRUSET@US.AF.MIL

OR 937-257-0023.

3. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSED, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, BRIAN ROBINSON, AT 937-257-5060 OR

BRIAN.ROBINSON.5@US.AF.MIL.

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HARRISON

BATH

Huffman Dam

WRIGHT PATTERSON

AIR FORCE BASE

MONTGOMERY COUNTY

GREENE COUNTY

CBCBCB

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C-002

PLAN

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SCALE: 1" = 5000'

VICINITY MAPA11 0 10000'5000'

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PROJECT LOCATION

PROJECT

LOCATION PROPOSED

HAUL ROUTE

WPAFB GATE 19B.

HOURS: 24/7

PLAN

NORTH

SCALE: 1" = 1000'

LOCATION MAPA1 0 2000'1000'

LOWER LEVEL

HAUL ROUTE

UPPER LEVEL AND

LAYDOWN AREA

HAUL ROUTE

GREENE COUNTY

GREEN COUNTY

BOUNDARY

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BUILDING 653

BRICK

BUILDING 654

BRICK

BUILDING 655

BRICK

BUSH

CP103

N:653234.43

E:1522744.70 Z:929.98

TBM-485

N:653183.27 E:1522619.40 Z:929.43

CP102

N:653201.64 E:1522411.65 Z:915.52

CP101

N:653471.53 E:1522402.94 Z:930.84

B-2 B-1

CONSTRUCTION

WORK LIMITS

NEW BUILDING

ADDITION

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C-003

PLAN

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SCALE: 1" = 30'

AERIAL PHOTOGRAPHA1 20' 40'0

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BUSH

B-2 B-1

CONSTRUCTION

WORK LIMITS

LAYDOWN AREA

1 LIMITS OF FENCE REMOVAL

LIMITS OF FENCE REMOVAL

NEW BUILDING

ADDITION AREA

GENERAL SHEET NOTES

1. TEMPORARY FENCE AROUND SIDEWALK CONNECTION TO BUILDING 654 SHALL

ONLY BE IN PLACE DURING CONSTRUCTION OF THE SIDEWALK.

2. TEMPORARY FENCE AROUND THE NEW ENTRANCE RAMP SHALL ONLY BE IN

PLACE DURING CONSTRUCTION OF THE RAMP.

3. ENSURE THE NEW ENTRANCE RAMP IS COMPLETED AND IN USE PRIOR TO THE

DEMOLITION OF THE EXISTING RAMP.

4. THE EQUIPMENT YARD WITHIN THE CONTRACTOR WORK LIMITS AND THE

TEMPORARY FENCING WILL NEED TO BE ACCESSED BY THE BASE FOR

MAINTENANCE AND OPERATIONS.

5. CONTRACTOR MAY ENTER THE PROJECT AREA FROM THE EQUIPMENT YARD

TO THE WEST. HOWEVER, EQUIPMENT MAY NOT BE PARKED OUTSIDE OF THE

TEMPORARY FENCE. COORDINATE WITH OWNER REGARDING ACCESS

THROUGH THIS AREA.

6. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING CONTRACTOR

PARKING IN THE EXISTING PARKING LOT.

7. CONTRACTOR LAYDOWN AREA MAY NEED TO BE ADJUSTED TO

ACCOMMODATE EARTHWORK AND UTILITY WORK.

LEGEND

LAYDOWN AND STAGING AREA

CONTRACTOR PARKING

TEMPORARY CONSTRUCTION FENCE

(6' HEIGHT, CHAINLINK, SCREENED).

CONSTRUCTION WORK LIMITS

SHEET KEYNOTES

1. TEMPORARY CONSTRUCTION FENCE (6' HEIGHT, CHAINLINK, SCREENED).

2. REMOVE TEMPORARY FENCE UPON COMPLETION OF ADA RAMP

CONSTRUCTION.

3. REMOVE TEMPORARY FENCE UPON COMPLETION OF SIDEWALK

CONSTRUCTION.

R . B

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SCALE: 1" = 30'

CONTRACTOR STAGING PLANA1 20' 40'0

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CONC

CONC PAD

CONC

PAD

HVAC

10" WALL

CONC

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CONC

ASPHALT

CONC WALK

C O

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CONC

CONC WALK

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K C

M N

BUSH

GRAVEL

OVERHEAD

BUILDING

EXTENTS TYP.

COLUMN

CONC TYP

OVERHEAD

STAIR LIMITS

OVERHEAD

STAIR LIMITS

USAF

MONUMENT

W W

MPS MPS MPS MPS MPS MPS MPS MPS

ELECTRIC

CONC PAD

B-2

B-11

FIELD VERIFY LOCATION AND

PROTECT UNDERGROUND

GAS LINE.

PROTECT HVAC PAD,

EQUIPMENT AND PIPING

REFER TO ARCHITECTURAL

PLANS FOR DEMOLITION

AND REMOVAL AT BUILDING

REFER TO ARCHITECTURAL AND STRUCTURAL PLANS

FOR DEMOLITION AND REMOVAL AT BUILDING. SEE

GENERAL NOTE 1.

6 7

9 9

11 13

PROTECT COLUMNS

AND FOUNDATIONS

PROTECT COLUMNS

AND FOUNDATIONS

PROTECT RETAINING WALL

AND ELECTRICAL EQUIPMENT.

ABANDON LINE

SHEET KEYNOTES

1. REMOVE ASPHALT.

2. REMOVE CONCRETE.

3. REMOVE GRAVEL.

4. REMOVE CONCRETE CURB AND GUTTER.

5. SAWCUT PAVEMENT.

6. REMOVE WATER MAIN AS NEEDED FOR FOOTPRINT OF BUILDING ADDITION

AND NEW UTILITIES. AMERICAN WATER WILL CAP WATER LINE OUTSIDE OF

PROJECT BOUNDARIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR DEMOLITION OF WATER LINES.

7. WATER LINES WILL BE CAPPED BY AW. THE CONTRACTOR WILL VERIFY

COMPLETION AND REMOVE WATER LINES AS NECESSARY FOR

CONSTRUCTION WITHIN THE PROJECT WORK AREA.

8. REMOVE STEAM SUPPLY AND CONDENSATE RETURN PIPING.

9. REMOVE LIGHT POLE, BASE AND FOUNDATION.

10. REMOVE ELECTRICAL JUNCTION BOX.

11. RELOCATE STORAGE CONTAINER ON SITE AS DIRECTED BY THE

CONTRACTING OFFICER.

12. REMOVE CONCRETE STAIRS.

13. REMOVE RETAINING WALL.

14. REMOVE HANDRAIL.

15. UNDERGROUND PRIMARY DUCT BANK TO BE REMOVED BY AES.

16. EXISTING MV SWITCHGEAR TO BE REPLACED BY AES.

17. EXISTING PAD MOUNTED TRANSFORMER TO BE REPLACED BY AES.

18. EXISTING CONCRETE ELECTRICAL VAULT TO BE REPAIRED AND MODIFIED BY

DB CONTRACTOR TO ACCEPT A NEW UNDERGROUND DUCT BANK FROM NEW

PAD MOUNTED TRANSFORMER.

19. REMOVE UNDERGROUND CIRCUIT FEEDING AREA LIGHTING. RECONNECT

FIXTURES LEFT ABANDONED BY NEW WORK.

20. CLEAR AS NECESSARY FOR ELECTRICAL LIGHTING CONNECTIONS WHEN

CONNECTION POINTS AND LINES HAVE BEEN IDENTIFIED. SEE CU101.

LEGEND

REMOVE ASPHALT

REMOVE CONCRETE

REMOVE GRAVEL

STRIP SOD AND TOPSOIL

REMOVE LINEAR FEATURE AS NOTED

CONSTRUCTION WORK LIMITS

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE REMOVAL OF THE EXISTING RAMP WITH

INSTALLATION OF THE NEW ABA ACCESSIBLE RAMP AS DETAILED ON THE

ARCHITECTURAL SHEETS. NEW RAMP SHALL BE INSTALLED AND IN

OPERATION PRIOR TO REMOVAL/DEMOLITION OF THE EXISTING RAMP FOR

THIS FACILITY.

R . B

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CD101

PLAN

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SCALE: 1" = 10'

DEMOLITION PLANA1 10' 20'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SCALE: 1" = 10'

DEMOLITION PLAN CONTINUATIOND12 10' 20'0

REFER TO MATCH LINE THIS SHEET

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B-2

B-1

±19.5' 30.78'

±1 2.

4' ±1

9.00'

±3 6.

8.00'

33.74'

R4.00'

13.30'

6.47'

7.30'

LIMITS OF SURVEY (TYP.)

COORDINATE LOCATION OF SIDEWALK

WITH STRUCTURAL PLANS. SIDEWALK

SHALL BE CENTERED ON LANDING.

±7 0.

APPROXIMATE LOCATION OF ADA

RAMP. REFER TO ARCHITECTURAL

AND STRUCTURAL PLANS. FIELD

VERIFY LOCATION OF RAMP. SEE

GENERAL NOTE 1.

±1 7.

17.82'

42.93'

16.69'

13.32'

APPROXIMATE LOCATION FOR ISOLATION

JOINT AT CONNECTION BETWEEN NEW

AND EXISTING RETAINING WALL.

PROTECT COLUMNS

AND FOUNDATIONS

PROTECT COLUMNS

AND FOUNDATIONS

PROTECT COLUMNS

AND FOUNDATIONS

15.56'

3.55'

13.38'5.

APPROXIMATE LOCATION OF

CANOPY. REFER TO ARCHITECTURAL

AND STRUCTURAL PLANS.

APPROXIMATE GROUND FLOOR EXTERIOR WALL.

REFER TO ARCHITECTURAL AND STRUCTURAL PLANS.

EXISTING RETAINING

WALL TO REMAIN.

6 6

APPROXIMATE FIRST FLOOR EXTERIOR WALL. REFER

TO ARCHITECTURAL AND STRUCTURAL PLANS. 12

GROUND FLR

ELEV. 932.95

APPROXIMATE LOCATION OF

CANOPY. REFER TO ARCHITECTURAL

AND STRUCTURAL PLANS.

MEG

932.95

932.8 932.8

NEW TRANSFORMER

NEW SWITCHGEAR

PROTECT HVAC PAD,

EQUIPMENT AND PIPING

NEW CONDENSING

UNITS

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE REMOVAL OF THE EXISTING RAMP WITH

INSTALLATION OF THE NEW ABA ACCESSIBLE RAMP AS DETAILED ON THE

ARCHITECTURAL SHEETS. NEW RAMP SHALL BE INSTALLED AND IN

OPERATION PRIOR TO REMOVAL/DEMOLITION OF THE EXISTING RAMP FOR

THIS FACILITY. RAMP LOCATION SHALL BE FIELD VERIFIED.

2. ALL DISTURBED GRASSY AREAS THAT ARE DISTURBED OR STRIPPED FOR

CONSTRUCTION SHALL BE RESTORED TO PREVIOUS CONDITION.

LEGEND

BUILDING ADDITION. REFER TO ARCHITECTURAL PLANS.

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

CONSTRUCTION WORK LIMITS

BOLLARD

MATCH EXISTING GRADE

SHEET KEYNOTES

1. ASPHALT PAVEMENT. SEE DETAIL A15/CS501.

2. CONCRETE SIDEWALK, 4 INCH. SEE DETAIL F15/CS501.

3. AGGREGATE, 6 INCH.

4. CONCRETE CURB AND GUTTER, 6"x24" SEE DETAIL H9/CS501.

5. CONCRETE STOOP. REFER TO STRUCTURAL PLANS.

6. BOLLARD. SEE DETAIL A1/CS501.

7. CONCRETE STEPS WITH HANDRAIL.

8. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING CONCRETE. ALIGN

NEW SIDEWALK WITH EXISTING CONCRETE EDGE.

9. NEW RETAINING WALL. SEE STRUCTURAL SHEETS FOR DETAIL.

10. GUARDRAIL ALONG EXISTING RETAINING WALL AND NEW RETAINING WALL.

REFER TO STRUCTURAL SHEETS FOR DETAIL.

11. TERMINATE GUARDRAIL AT NEW STAIRS.

12. BENCH ON 3'x7' CONC. PAD.

13. TRENCH DRAIN THROUGH SIDEWALK FOR ROOF DRAIN RUNOFF.

14. GRAVEL TRENCH FOR ROOF DRAIN RUNOFF.

MEG

±5.7'

6.00'

±11.5'

LIMITS OF SURVEY (TYP.)

±5 2.

6.00'

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CS101

PLAN

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SCALE: 1" = 10'

SITE PLANA1 10' 20'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SITE PLAN CONTINUATIOND12 10' 20'0

REFER TO MATCH LINE THIS SHEET

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NOTES:

1. SIDEWALKS SHALL BE 4 INCH THICK. (T=4)

2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK, OR 5

FEET ON CENTER.

3. CONTRACTION JOINTS SHALL BE 1.5 INCH DEEP AND 1/8 INCH WIDE.

4. 1/2 INCH EXPANSION JOINT FILLER WHERE CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE.

5. CONCRETE 28-DAY COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MINIMUM).

6. FINE HAIR BROOM FINISH CONCRETE IN A STRAIGHT PATTERN PERPENDICULAR TO THE NEAREST EDGE

OF PAVEMENT.

EXPANSION JOINT

DUMMY GROOVE

CONTRACTION JOINT

TOOLED EDGES

1/8" RADIUS

PREMOLDED

JOINT FILLER JOINT SEALANT

1/2"

1/ 2"

1/8"

SEE NOTE 3

SCALE: NONE

CONCRETE SIDEWALK DETAILF15

6" 6"

6" 8"8"

2'-0"

2"R 2% MIN. SLOPE1"

2"R

2'-0"

2% MIN. SLOPE

1" R

6" COMPACTED

SAND BASE

6" COMPACTED

SAND BASE

STANDARD SECTION SPILL-OUT SECTION

4" 4"

N O

30' MAXIMUM SPACING

BETWEEN EXPANSION JOINTS

SEE NOTE

SECTION

PLAN

CONTRACTION

JOINTS

1/2" EXP. JOINTS

BACK OF CURB

NEW BLDG. PAD

1/2" EXP. JOINTS

COMPACTED SAND

SUBBASE

CONCRETE SIDEWALK

SCALE: NONE

CONCRETE CURB AND GUTTERH9

NOTE:

1. WHERE PROPOSED ASPHALT PAVING ABUTS EXISTING ASPHALT PAVING, REMOVE 2 INCHES

DEPTH EXISTING ASPHALT AND REPLACE WITH 2 INCHES NEW ASPHALT SURFACE AS SHOWN

ABOVE.

2. WHERE EXISTING PAVING IS TO BE REMOVED AND REPLACED WITH VEGETATED SURFACE,

PROVIDE CLEAN SAWCUT EDGE AS SHOWN ON THE PLANS.

12" WIDTH

MILL

PAVEMENT

TACK COAT

ASPHALT PAVEMENT

EDGE OF EXISTING PAVEMENT.

SAWCUT FULL DEPTH NEW PAVEMENT

EXISTING ASPHALT PAVEMENT

SAWCUT PAVEMENT

SCALE: NONE

SAWCUT PAVEMENT DETAILA9

5' MIN

1/2"

1¼

JOINT FILLER

BACKER

MATERIAL

POURED

JOINT SEALER

PAVEMENT

SURFACE

SCALE: NONE

CONTRACTION JOINTA5

1/8"

7/ 8"

2" 8"

POURED

JOINT SEALER

PAVEMENT

SURFACE

BACKER

MATERIAL

JOINT

BOTTOM

INITIAL

SAWCUT

OR INSERT

CRACK

SCALE: NONE

EXPANSION JOINTH5

CROWN TOP OF CONCRETE

CROWN BASE

12" x 12" x 1/4" STEEL

PLATE WELDED TO PIPE

8" DIA. 1/4" THICK STEEL PIPE, 9'-6"

LONG. FILL WITH CONCRETE AND

INSTALL IDEAL SHIELD TM COVER

OR APPROVED EQUAL

4" 3'

-6

4' -0

2'-0"

4000 PSI CONCRETE

PAVEMENT

GRASS

EXPANSION JOINT (SEE

CONCRETE SIDEWALK DETAIL

xx FOR EXPANSION JOINT

DETAILS

SCALE: NONE

BOLLARD DETAILA1

R . B

CS501

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MPS MPS

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B-2

B-1

E E E E E E E E E E E E

E E

E E E

E E E E E E E E E E E

E E

FIELD VERIFY LOCATION AND

PROTECT UNDERGROUND

GAS LINE.

PROTECT HVAC PAD,

EQUIPMENT AND PIPING

MPS

E E

3 2

MPS MPS MPS MPS

MPS MPS MPS MPS MPS MPS MPS MPS

SHEET KEYNOTES

1. STEAM SUPPLY AND CONDENSATE RETURN MAIN LINES. MINIMUM 42" COVER.

2. NEW PMH 9 TYPE SWITCHGEAR PROVIDED BY AES.

3. NEW PAD MOUNTED TRANSFORMER PROVIDED BY AES. TRANSFORMER

EQUIPMENT PAD, GROUNDING, METERING, SECONDARY DUCT BANK AND

CONDUCTORS PROVIDED BY DB CONTRACTOR. COORDINATE EXACT

REQUIREMENTS WITH AES.

4. NEW SECONDARY DUCT BANK TO RE-FEED BUILDING 653.

5. SPLICE NEW BUILDING 653 FEEDER TO EXISTING FEEDER IN EXISTING

MANHOLE.

6. NEW PRIMARY SERVICE BY AES. MINIMUM 3' COVER.

7. NEW SECONDARY SERVICE TO BUILDING ADDITION ELECTRICAL ROOM.

8. FIELD VERIFY AND RECONNECT AS NECESSARY ANY UNIDENTIFIED

ELECTRICAL CIRCUITS IN CONFLICT WITH NEW WORK WHICH ARE NOT

IDENTIFIED ON SURVEY. THESE INCLUDE BUT ARE NOT LIMITED TO SITE

LIGHTING.

9. STEAM SUPPLY AND CONDENSATE RETURN SERVICE LINES. MINIMUM 42"

COVER.

10. NEW STEAM VAULT. CONNECT NEW STEAM SUPPLY AND CONDENSATE

RETURN MAINS AND SERVICE LINES TO EXISTING MAIN. VALVE

CONFIGURATION SHALL BE COORDINATED WITH THE BASE.

11. NEW DUCTLESS SPLIT CONDENSING UNIT. SEE MECHANICAL SHEETS.

LEGEND

STEAM SUPPLY AND CONDENSATE RETURN PIPING

UNDERGROUND ELECTRIC

ELECTRIC MANHOLE

CONSTRUCTION WORK LIMITS

MPS

E E

R . B

CU101

PLAN

NORTH

SCALE: 1" = 10'

UTILITY PLANA1 10' 20'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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STRUCTURAL GENERAL NOTES

THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FOR THE DRAWING READER'S CONVENIENCE.

SEE ALSO INDIVIDUAL DRAWING NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND REQUIREMENTS.

ALL REFERENCED STANDARDS HEREIN ARE TO MOST RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS, UNLESS

NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE DRAWING.

ALL ELEVATIONS ARE REFERENCED TO FIRST FLOOR EL. 100'-0"= XXXXX. ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED TO

THIS DATUM UNLESS NOTED OTHERWISE.

ALL EXISTING DIMENSIONS SHOWN WITH THE ± SYMBOL ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR

BEFORE FABRICATION AND CONSTRUCTION.

DIMENSIONS MARKED WITH A "X" SHALL BE DETERMINED BY EQUIPMENT MANUFACTURER AND COORDINATED BY CONTRACTOR

SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN PROJECT SPECIFICATIONS.

ABBREVIATIONS

REFERENCES:

ICC INTERNATIONAL BUILDING CODE, RISK CATEGORY II IN ACCORDANCE WITH TABLE 1604.5

UFC 1-200-01, UFC 3-220-01, UFC 3-301-01 & UFC 4-010-01

ASCE/SEI 7- MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

DESIGN CRITERIA

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

S-001

N O

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALUM. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT(URAL)

B.M. BEAM

B.O.F BOTTOM OF FOOTING

B.O.S. BOTTOM OF STEEL

BLDG. BUILDING

BOT. BOTTOM

BRG. BEARING

BTWN BETWEEN

CCJ CRACK CONTROL JOINT

CFS COLD FORMED STEEL

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY

UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CTR CENTER

DBA DEFORMED BAR ANCHOR

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DN DOWN

DTL. DETAIL

DWG(S) DRAWING(S)

DWL DOWEL

E/EXIST. EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL /

ELEV.

ELEVATION

ELEC ELECTRIC(AL)

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ESES ANCHOR BOLT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

F.S. FAR SIDE

F.V. FIELD VERIFY

FD FLOOR DRAIN

FFE FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLG. FLANGE

FLR FLOOR

FND. FOUNDATION

FRMG FRAMING

FT FOOT

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GR. GRADE

GRTG GRATING

H.P. HIGH POINT

H.R. HAND RAIL

HK HOOK

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION

AND AIR CONDITIONING

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

I.J. ISOLATION JOINT

IN. INCH

INSUL INSULATION

L ANGLE

L.P. LOW POINT

LBS POUNDS

LF LINEAR FOOT (FEET)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MID MIDDLE / MIDPOINT

MIN MINIMUM, MINUTE

MISC. MISCELLANEOUS

MTL METAL

N NEW

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

NA NOT APPLICABLE

NO NUMBER

NOM NOMINAL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

PEMB PRE-ENGINEERED METAL

BUILDING

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR

FOOT

PRCST PRECAST

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

QTY QUANTITY

R RISER

RAD. RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF. REINFORCEMENT

REQ/REQ'

REQUIRED

REV REVISION

RO ROUGH OPENING

SCHED SCHEDULE

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SPA. SPACE

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STAG. STAGGER

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STRUCT STRUCTURE(AL)

SYM SYMMETRICAL

T TREAD

T/ TOP OF

TEMP TEMPORARY

THK THICKNESS

TOF TOP OF FOOTING

TOS TOP OF SLAB

TRANSV. TRANSVERE

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

V.I.F. VERIFY IN FIELD

VERT VERTICAL

W.P. WORK POINT

W/ WITH

W/O WITHOUT

WS WATER STOP.

WWF WELDED WIRE FABRIC

P H

A S

2Q R

_P la ns _P

H 1-

DEMO EXISTING RAMP

of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD101

P D

O N

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 47

P H

A S

2Q R

_P la ns _P

H 1-

REPAIR CONCRETE SPALLING

ON BRIDGE COLUMNS

SAW CUT CONCRETE TO DEMO STAIRS,

RAMP AND ASSOCIATED FOUNDATIONS.

PROTECT EXISTING COLUMNS AND BUILDING

FROM DAMAGE DURING DEMOLITION.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD102

A N

D D

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 43

P H

A S

2Q R

_P la ns _P

H 1-

INFILL DOOR OPENING

WITH REINFORCED

MASONRY. DOWEL INTO

EXISTING FRAMING

SYSTEM.

LINTEL BEAM REQUIRED AT NEW OPENING.

CONTRACTOR TO ENSURE PROPER SHORING

WHILE DEMOLISHING THE OPENING.

INFILL WINDOW OPENINGS WITH MASONRY AS

REQUIRED FOR THE EXTENT OF THE

ADDITION NEW

OPENING

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD103

N P

A N

D N

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 11

P H

A S

2Q R

_P la ns _P

H 1-

PARTIAL DEMO OF RETAINING WALL,

EXTENTS TO BE VERIFIED IN DETAIL

DESIGN

SAW CUT CONCRETE RETAINING WALL.

LOCATION SHALL BE DETERMINED IN

DETAIL DESIGN

DEMO OF RETAINING WALL, EXTENTS

TO BE VERIFIED IN DETAIL DESIGN

PARTIAL DEMO OF RETAINING WALL,

EXTENTS TO BE VERIFIED IN DETAIL

DESIGN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD104

L D

O N

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 3

P H

A S

2Q R

_P la ns _P

H 1-

DO NOT UNDERMINE WITH EXISTING

CAISSONS. SHORING AND SPECIAL

SEQUENCING REQUIRED TO ENSURE

THE STABILITY OF THE EXISTING

BUILDING WHEN EXCAVATING

ADJACENT AREA FOR THE NEW

ADDITION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD105

N O

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 71

P H

A S

2Q R

_P la ns _P

H 1-

REPAIR AND REINFORCE EXISTING

BEAM FOR NEW ABA RAMP, (TO BE

NEW INFILL WALL AT

GRIDLINE 1 BETWEEN

GRIDLINE O AND M, (SEE

ARCH DWGS)

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

SD106

A N

N O

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: NTS

AS BUILT SHEET 72

P H

A S

2Q R

_P la ns _P

H 1-

OMKHGF MO

GRADE BEAM

G R

GRADE BEAM

W10 C

ON R

EIN

F. C

ONC.

CAISSON, T

RETAINING WALL

CONC.

20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 6' - 10" ± 13' - 5" ±

/1 6"

H.1 K.1

3' - 8" 3' - 2"

EXISTING BUILDING 653

G.1 K.9

1' - 0"

3' - 10"

EXISTING 36" DIA CAISSONS

EXISTING COLUMN,

TYP

12.1

D.D.4 C.9E. C. B. A.

EXISTING FOOTING,

TYP

EXISTING BUILDING 654

6" CONC SLAB

W/WWF

I.J. BETWEEN EXISTING

RETAINING WALL AND NEW

PORTION OF EXISTING

RETAINING WALL TO REMAIN

NEW RETAINING WALL

X-BRACING OR

MOMENT FRAME

STONE LINED WITH

FILTER FABRIC

PERFORATED DRAIN

PIPE W/ FILTER FABRIC SOCK

AND TEE FITTINGS

PVC PIPE DRAINS THRU

WALL WITH DRAIN CAPS

C E

T/ WALL (VARIES)

B/ FND

MIN.

1' - 6"

SHEET NOTES:

MAXIMUM LENGTH OF EXCAVATION SHALL BE NO MORE

THAN 10'-0" AT A TIME ALONG THE EXISTING BUILDING'S

EXTERIOR WALL FOUNDATION. ONLY AFTER EXCAVATED

AREAS ARE BACKFILLED, CAN ANOTHER AREA BE

EXCAVATED.

ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATIONS

OF FOUNDATIONS, UTILITIES, ETC. SHOULD BE PROPERLY

LAID BACK OR BRACED IN ACCORDANCE WITH OSHA AND

ANY OTHER APPLICABLE REQUIREMENTS.

SHORING IS REQUIRED FOR EXCAVATIONS GREATER THAN

5'-0" IN DEPTH.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

4' 8' 16'

1/8"=1'-0"SCALE:

PLAN NORTH

S-101

N D

N P

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: 1/8" = 1'-0"A4 FOUNDATION PLAN

SCALE: NTSF16 TYP. RETAINING WALL

P H

A S

2Q R

_P la ns _P

H 1-

OMKHGF MO

/1 6"

20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 6' - 10" ± 13' - 5" ±

W10 COL

TYP OF 3

W16

LIGHTWEIGHT CONCRETE

COMPOSITE DECK

H.1 K.1G.1

/1 6"

W10 C

TYP

W16

C12/MC12

W12 CANTILEVER

BEAM TYP @ 4

LOCATIONS

K.9

1' - 0"3' - 2"3' - 8"3' - 10"

12.1

D.D.4 C.9E. C. B. A.

101' - 0 13/16"

T/LANDING

K7 S-301

G R

6" SLAB ON GRADE W/

WWF WITH THICKENED

EDGES

" E

STAIR LANDING

E15 S-301

W16

W12

W16 W16

W12

LEGEND:

- DENOTES MOMENT CONNECTION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

4' 8' 16'

1/8"=1'-0"SCALE:

PLAN NORTH

S-102

R P

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: 1/8" = 1'-0"A4 FIRST FLOOR

P H

A S

2Q R

_P la ns _P

H 1-

OMKHGF MO

H.1 K.1G.1 K.9

20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 6' - 10" ± 13' - 5" ±

1' - 0"3' - 2"3' - 8"3' - 10"

/1 6"

OPT. 1 - CANTILEVERED

OPT. 2 - EXTEND SUPPORT

COLUMN UP TO TOP OF

PARAPET AND ADD

TENSION BRACE ALONG

BEAM SPAN TIED BACK TO

COLUMN

D.D.4 C.9E. C. B. A.

. 3 " E

. J

W24

C12/MC12

C12/MC12C12/MC12

W16

W12

/M C

12W16W16W16

W16

W 12 W

W12W16W16W16W16

W16

C12/MC12

/M C

C12/MC12

COORDINATION OF FRAMING DESIGN AND

DETAILING TO BE PROVIDED BY DESIGN BUILD

DESIGNER OF RECORD FOR ROOF ACCESS

HATCH, (SEE ARCH DWGS)

SLOPE, (SEE ARCH)

STRUCTURAL STEEL TO

FOLLOW ROOF SLOPE

W12

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

4' 8' 16'

1/8"=1'-0"SCALE:

PLAN NORTH

S-103

R O

O F

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: 1/8" = 1'-0"A4 ROOF FRAMING PLAN

P H

A S

2Q R

_P la ns _P

H 1-

EXISTING CONC TOPPING

NEW ABA RAMP

GUARDRAIL

EXISTING JOIST DECK

EXP JT TO ENSURE LOADS TRANSFER

TO GRIDLINE "MO" AND "O" ONLY

FIRST FLOOR/ 948'-8"

100' - 0"

MOK.9

RAILING

EXISTING CONC

TOPPING

REPAIR AND REINFORCE

EXISTING BEAM

EXISTING JOIST DECK

PAVEMENT

NEW FOOTING

EXISTING RETAINING WALL

M O

A N

D O

O N

J T.

T O

E N

T O

G R

N E

PROPOSED NEW BEAM

0 0

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

3/4"=1'-0"SCALE:

0.5' 1' 2' 3'1' 2' 4'

1/2"=1'-0"SCALE:

S-301

O N

W R

T-

, O H

R . M

N L

J R

. P

C E

E, K Y

K / G

. J O

H N

N O

5, ZH

C O

R U

O N

A D

F O

R A

-C

C H

" X

SCALE: 3/4" = 1'-0"E15 RAMP SECTION

SCALE: 1/2" = 1'-0"K7 RAMP SECTION

P H

A S

2Q R

_P la ns _P

H 1-of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

A-001

A R

C H

C T

U R

A L G

E N

E R

A L

N O

T E

A B

B R

E V

W R

T -P

A T

T E

R S

O N

A F

O H

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L A

C E

L O

L E

L .D

B E

L L A

E .H

A N

J .B

K G

.J O

H N

S O

Q .B

N O

V E

M B

E R

Z H

T V

A L

R F

P S

U B

T A

C O

N S

T R

U C

N A

D D

N F

O R

R -C

E S

E A

R C

F /2

H T

A --------------------

A LABEL A LABEL CLASS DOOR

A/C AIR CONDITIONING

UNIT

AB ANCHOR BOLT

ABA ARCHITECTURAL

BARRIERS ACT

ABDN ABANDON

ACC ACCESSIBLE

ACI AMERICAN CONCRETE

INSTITUTE

ACOUST ACOUSTIC(AL)

ACP ACOUSTICAL CEILING

PANEL

ACS AUTOMATIC CONTROL

SYSTEM

ACT ACOUSTICAL CEILING

TILE

ACU AIR CONDITIONING

UNIT

ADA AMERICANS WITH

DISABILITIES ACT

ADD ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION

BARRIER

AISC AMERICAN INSTITUTE

OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE(LY)

APVD APPROVED

AR AS REQUIRED

ARCH ARCHITECT(URAL)

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATFP ANTI-TERRORISM /

FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

B --------------------

B LABEL B LABEL CLASS DOOR

BALC BALCONY

BB BASEBOARD

BD BOARD

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BL BASELINE

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BN BULLNOSE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOF

C --------------------

C CENTER POINT

C…

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