W912QR20R0009Plans_Vol0-0000.pdf

PDF 13 MB Posted Dec 26, 2019

Attached to: Replacement of High Temperature Hot Water (HTHW) Line at Wright-Patterson Air Force Base
Solicitation number: W912QR20R0009
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This Request for Proposal (RFP) seeks a firm-fixed-price contract to replace the existing high-temperature hot water and steam heating system serving multiple facilities at Wright-Patterson Air Force Base, Ohio. The project scope includes removing and abandoning the current central steam distribution system and installing new gas-fired boilers, equipment pads, support systems, and piping. Optional work includes adding security cameras, site demolition, and laydown areas. The contract duration is 600 calendar days from award. The estimated value is $10-25 million. The North American Industry Classification System code is 237310. The acquisition will utilize full and open competition and a best value tradeoff source selection considering past performance, technical, small business participation, and price factors. The RFP is expected to release on November 12, 2019. Responses are due 60 days after release.

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Other files

File	Type	Posted
W912QR20R0009Spec-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009Plans-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009-0002.pdf	PDF	Jan 31, 2020
J&A - American Water.pdf	PDF	Jan 31, 2020
J&A - Vectren.pdf	PDF	Jan 31, 2020
Site Visit Attendee list.pdf	PDF	Jan 31, 2020
W912QR20R0009-0001.pdf	PDF	Jan 7, 2020
W912QR20R0009Plans_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol5-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol_1-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol1-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol2-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol2-0000.pdf	PDF	Dec 26, 2019

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NAME

VOLUME 0 - GENERAL SHEETS & CIVIL

VOLUME 1 - 88 ABW MEDICAL CENTER

VOLUME 2 - HEADQUARTERS AFMC

VOLUME 3 - BLDG 10280

VOLUME 4 - TENANT UNIT

VOLUME 5 - VISITING QUARTERS

IDENTITY

PROJECT TEAM

4454 Idea Center Blvd

Dayton, OH 45430

Fax: 937.461.0743 www.woolpert.com

WOOLPERT

Tel: 937.461.5660

ARCHITECTURE ENGINEERING GEOSPATIAL

10411 Meeting Street

Prospect, Kentucky 40059

Fax: 502.326.2691 www.cmtaegrs.com

CMTA

Tel: 502.326.3085

1441 King Avenue

Columbus, Ohio 43212

Fax: 614.481.8610 www.lawhon-assoc.com

LAWHON & ASSOCIATES, Inc.

Tel: 614.481.8600

CIVIL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

VICINITY MAP

PROJECT

LOCATION

LOCATION MAP

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

WRIGHT-PATTERSON AIR FORCE BASE (WPAFB), OHIO

REPAIR HTHW LINE C WITH NATURAL GAS BOILERS

W912QR-14-D-0002

7 NOV 18

PROJECT NUMBER: ZHTV 120035

P2 NUMBER: 459947

0 OF 5 (GENERAL SHEETS & CIVIL)

JOHN GREGORY MONNIG E-60049

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

26 December 2019

W912QR20R0009

GENERAL NOTES

A. FIELD VERIFY INFORMATION, DIMENSIONS, ETC. PRIOR TO ORDERING OR

FABRICATING MATERIALS OR BEGINNING CONSTRUCTION.

B. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN

ORDERLY MANNER, FREE OF DUST AND DEBRIS, THROUGHOUT THE COURSE OF THE

WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT

THE PUBLIC AND CONTRACTING OFFICERS PERSONNEL DURING CONSTRUCTION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE

OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

C. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN

COMPLIANCE WITH EM385-1-1 REQUIREMENTS OF AREAS WITHIN THE LIMITS OF

CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK.

D. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR

ADDITIONAL INFORMATION TO COORDINATE THE REQUIRED SCOPE OF WORK.

E. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE

PRECEDENCE. THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY CONFLICTS IN

DIMENSIONING.

F. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION

DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE.

G. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY

FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED

FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND

FINISH.

H. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND

HAVE A MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2".

I. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF

FINISHED WALL TO OUTSIDE EDGE OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE

J. THE CONTRACTOR SHALL EXAMINE THE SITE AND PORTIONS THEREOF WHICH AFFECT

THE WORK AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, INCLUDING, BUT NOT

LIMITED TO: WALLS, FLOORS, MECHANICAL, PLUMBING, AND ELECTRICAL

CONSTRUCTION.

K. ANY NEW PENETRATIONS TO BE SEALED, INCLUDING ALL UNUSED WALL

PENETRATIONS. INSTALL FIRE CAULK AT ANY RATED WALL PENETRATIONS.

L. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING OPENINGS

THROUGH FIRE RATED WALLS NECESSARY OR CREATED FOR THE INSTALLATION OF

THEIR WORK. ANY EXISTING PENENTRATIONS OR OPENINGS SHOULD ALSO BE

FIRESTOPPED TO MAINTAIN RATING OF WALL.

M. DOOR AND WINDOW SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES

AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE

ORDERING AND BEFORE CONSTRUCTION BEGINS.

N. CONTRACTOR TO MAINTAIN A TARPED CONSTRUCTION WASTE DUMPSTER IN

LOCATION SPECIFIED BY CONTRACTING OFFICER. ALSO PATH FROM WORKSPACE TO

SAID DUMPSTER MUST BE MAINTAINED AND CLEANED PER CONTRACTING OFFICER'S

SATISFACTION. AT NO TIME SHALL ANY CONSTRUCTION DEBRIS BE LEFT UNATTENDED

WHILE IN ROUTE FROM WORKSPACE TO DUMPSTER.

O. AT NO TIME SHALL CONSTRUCTION MATERIAL BE LEFT UNATTENDED WHILE IN ROUTE

TO WORKSPACE.

P. THE CONTRACTING OFFICER AND CONSTRUCTION MANAGER HAVE THE RIGHT TO

CONTROL THE LOCATION OF ALL CONTRACTOR'S SUPPLIES AND STORAGE

Q. SPECIAL CARE SHOULD BE TAKEN WHEN WORKING NEAR ELECTRIC, WATER, STEAM,

AND GAS SUPPLY LINES.

R. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE HEALTH AND

SAFETY OF THEIR EMPLOYEES.

S. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF OSHA REGARDING

CONFINED SPACE, SCAFFOLDING AND LIFTS INCLUDING ASSOCIATED PROGRAMS,

PERMITS, TRAINING AND TESTING.

T. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING AND ADHERING TO ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS INCLUDING, BUT NOT LIMITED

TO, THOSE SET FORTH BY THE USEPA, OSHA, AND ODH.

U. ALL WORK SHALL BE PERFORMED IAW SPECIFICATION SECTION 01 02 20 GENERAL

ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB)

V. 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

GOV’T 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, MIKE VAUGHN, (937-257-8028 OR HYPERLINK "MAILTO:MICHAEL.VAUGHN.3

@US.AF.MIL" MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM,

GARY SELBY (937-257-3349 OR HYPERLINK "MAILTO:GARY.SELBY@US.AF.MIL"

GARY.SELBY@US.AF.MIL)C .

W. PRIOR TO REMOVING/TRIMMING ANY TREES, PLEASE SUBMIT A LIST OF THE TREES TO

BE REMOVED TO THE 88 CEG/CEIE NATURAL RESOURCES PM DARRYN WARNER FOR

APPROVAL. IT IS A SUGGESTION THAT THREE TREES BE REPLACED FOR EVERY ONE

TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHOULD BE FOLLOWED WHEN

PLANTING TREES. THE LANDSCAPE PLAN DOES NOT APPEAR TO CONTAIN ANY SPECIFIC

SPECIES OF PLANTS/TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST

CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT DARRYN WARNER BY EMAIL AT

HYPERLINK "MAILTO:DARRYN.WARNER@US.AF.MIL" DARRYN.WARNER@US.AF.MIL OR BY

PHONE AT 937-257-4857 FOR AN ACCEPTABLE TREE REPLACEMENT LISTING OR

ADDITIONAL INFORMATION.

X. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS,

WILL REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS

THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL

DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF

INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING

DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

APPROVED BY 88 CEG/CEIEA. THE CONSTRUCTION CONTRACTOR SHALL PREPARE AND

SUBMIT THE SWPPP AND DRAFT NOI TO THE CONTRACTING OFFICER’S REPRESENTATIVE

TO BE FORWARDED TO ENVIRONMENTAL MANAGEMENT, 88 CEG/CEIEA, FOR

REVIEW. ONCE THE SWPPP AND DRAFT NOI HAVE BEEN APPROVED BY THE COR AND

ENVIRONMENTAL MANAGEMENT, THE CONTRACTOR SHALL PREPARE AND FORWARD

THE FINAL NOI TO THE OHIO EPA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM,

KAREN BEASON, BY EMAIL AT HYPERLINK "MAILTO:KAREN.BEASON@US.AF.MIL"

KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 FOR ADDITIONAL

INFORMATION

Y. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 09 00.

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH

EACH OTHER AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ANY ERRORS,

INCONSISTENCIES OR OMISSIONS ISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE

CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO USACE, THE CONTRACTOR SHALL ASSUME

APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE

AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD

MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH

THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS INCONSISTENCIES OR

OMISSIONS DISCOVERED SHALL BE REPORTED TO USACE AT ONCE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, GRINDING, SANDING, FILLING, FITTING

OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER

PROPERLY.

3. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR

PARTIALLY COMPLETED CONSTRUCTION BY CUTTING, PATCHING, EXCAVATING OR OTHERWISE

ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH

CONSTRUCTION BY OTHER CONTRACTORS OR BY THE CONTRACTING OFFICER'S OWN FORCES

EXCEPT WITH WRITTEN CONSENT OF USACE. CONTRACTING OFFICER, AND SUCH OTHER

CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY WITHHELD. THE CONTRACTOR

SHALL NOT UNREASONABLY WITHHOLD FROM THE OTHER CONTRACTORS OR USACE THE

CONTRACTOR'S CONSENT TO CUTTING OR OTHERWISE ALTERING THE WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS, TO ANY EXISTING

MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF

DAMAGE DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR COMPLETE REPLACEMENT AS PER

THE DIRECTION OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK AS REQUIRED. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR

NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF

DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, FURNISHINGS, MOVEMENT OF ADJACENT PAVEMENT/ WALKS/ CURBS/

STRUCTURES.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, ELECTRICAL

COMPONENTS, CASEWORK, FURNISHINGS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION

DRAWINGS.

7. AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND WALLS, METAL STUD PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS, ETC..

PARTITIONS AND WALLS SHALL BE SAW CUT WITH SMOOTH AND STRAIGHT EDGES AS REQUIRED FOR

NEW ADJACENT CONSTRUCTION.

8. AT ALL ELECTRICAL UTILITIES FOR PROPOSED DEMOLISHED; INCLUDING POWER LINES, LIGHTING AND COMMUNICATION LINES. REFER TO ELECTRICAL DEMOLITION DRAWINGS, SUCH AS TO PULL

EXISTING CIRCUIT BACK TO NEAREST HOT BOX OR TO THE MAIN PANEL BOARD.

9. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING

CONSTRUCTION ELEMENTS AND TRADES AFFECTED.

10. EACH CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS REQUIRED TO PERFORM THEIR PORTION OF WORK.

11. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE DISPOSED OF (REMOVED FROM)

OFF SITE IN A LEGAL MANNER AND PER THE REQUIRED CONTRACTOR'S CONSTRUCTION AND

DEMOLITION WASTE PLAN.

12. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION

WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS IN EXISTING WALLS, FLOORS, CEILINGS, AND PARTITIONS.

13. CONTRACTOR WILL TEST MATERIALS FOR HAZARDOUS MATERIALS AND PROVIDE ANY

ABATEMENT PRIOR TO STARTING WORK. IF CONTRACTOR FINDS ANY ADDITIONAL MATERIALS THEY

SUSPECT TO CONTAIN HAZARDOUS MATERIALS, THEY ARE TO CEASE WORK AND NOTIFY THE

CONTRACTING OFFICER.

14. CONTRACTOR SHALL BUILD TEMPORARY BARRICADE BEFORE ANY DEMOLITION. THE ERECTION

AND REMOVAL OF BARRICADES SHALL OCCUR AT NIGHT.

15. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS AND FLOORS WHERE ELECTRICAL ITEMS HAVE BEEN REMOVED, UNLESS OTHERWISE NOTED. PATCH AND REPAIR LOCATIONS SHALL

BE TO THE SAME LEVEL AND FINISH OF ADJACENT EXISTING MATERIALS

16. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OF ALL EXISTING UNUSED OR

VACANT ELECTRICAL CONDUIT, GAS PIPING, LIMITED AREA SPRINKLER PIPING, WATER PIPING, AND

DUCTWORK.

17. FIELD VERIFY ALL DIMENSIONS.

18. PROVIDE LABOR AND MATERIAL TO CONTROL AND CONTAIN CONSTRUCTION DEBRIS.

19. PROVIDE LABOR AND MATERIAL TO REMOVE ALL CONSTRUCTION DEBRIS FROM SITE.

20. REMOVE AND RELOCATE ALL EXISTING EQUIPMENT TO CONTRACTING OFFICER SPECIFIED

LOCATIONS PRIOR TO ANY DEMOLITION.

21. DEMO AND REMOVE EXISTING WALLS FROM FLOOR TO DECK IN SPECIFIED LOCATIONS, TO

INCLUDE DOORS AND FRAMES WHERE APPLICABLE.

22. DEMO AND REMOVE EXISTING FLOORING AND WALL BASE IN ALL RENOVATED SPACES IN

INDICATED AREAS.

23. THE GOVERNMENT/OWNER SHALL BE PROVIDED THE OPPORTUNITY TO SALVAGE ANY BUILDING

SYSTEMS OR EQUIPMENT FROM THE PROJECT AREAS PRIOR TO DEMOLITION.

24. IF ASBESTOS IS SUSPECTED IN ANY EXISTING MATERIALS, IT MUST BE TESTED AND REMOVED IN

ACCORDANCE WITH WPAFB SPECIFICATIONS AND BY A LICENSED ASBESTOS

INSPECTOR/CONTRACTOR.

25. ANY PENETRATIONS CREATED THROUGHOUT THIS PROJECT SHALL BE SEALED. SEAL ALL

UNUSED PENETRATIONS. SEAL ALL PENETRATIONS OF EXTERIOR WALLS..

26. EXISTING CLEAN OUTS, FLOOR DRAINS, TRENCH DRAINS, AND THRU WALL LOUVERS TO REMAIN

UNLESS OTHERWISE NOTED.

27. PATCH ALL AREAS WHERE EQUIPMENT OR CONCRETE CURB HAS BEEN REMOVED AND

CONCRETE IS DAMAGED.

28. CONTRACTOR TO NOTIFY CONTRACTING OFFICER TWO WEEKS IN ADVANCE OF CONTROLS TO BE

DEMOLISHED FOR SALVAGE OR REUSE BY GOVERNMENT.

GENERAL DEMOLITION NOTES

Z. ALL METAL AND WIRING NEEDS TO 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 02 20. 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 02 20 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/REUSE, (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, DAVE DALTON, AT 937-257-5060 OR HYPERLINK

"MAILTO:DAVID.DALTON.2@US.AF.MILTURN" DAVID.DALTON.2@US.AF.MILTURN-IN ALL

MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR RECYCLING.

AA. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING

APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH

DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88

CEG/CEIEA AIR PM CHRIS TUMBUSCH. CHRIS CAN BE REACHED AT 937-257-2455 OR BY

EMAIL AT HYPERLINK "MAILTO:CHRISTOPHER.TUMBUSCH@US.AF.MIL"

CHRISTOPHER.TUMBUSCH@US.AF.MIL

BB. NO ASBESTOS CONTAINING MATERIAL SHALL BE USED OR INSTALLED AS PART OF

THIS PROJECT.

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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DRAWING INDEX SHEET

SHEET

NUMBER SHEET TITLE

0G-001 COVER - VOLUME 0 OF 5

0G-002 GENERAL NOTES & INDEX

0G-003 ABBREVIATIONS, SYMBOLS AND BUILDING SUMMARY

0C-200 EXISTING CONDITIONS/LOCATION MAP

0C-201 SITE / UTILITY PLAN TENANT AREA

0C-202 SITE / UTILITY PLAN HQ AFMC/TENANT AREA

0C-203 SITE / GRADING/UTILITY PLAN 88 ABW CLINIC

0C-204 SITE / UTILITY PLAN VQ-BLDG

0C-205 SITE / GRADING / UTILITY PLAN TENANT AREA ADDITIONS

0C-206 SITE / UTILITY PLAN VQ-BLDG

0C-207 SITE / UTILITY PLAN VQ-BLDG

0C-300 EROSION CONTROL NOTES / DETAILS

0C-900 GENERAL NOTES / DETAILS

0C-901 GENERAL NOTES / DETAILS

0C-902 GENERAL NOTES / DETAILS

SHEET INDEX

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DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY

LEGEND

NUMBERING SYSTEM:

A-101

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

PROJECT INFORMATION

PROJECT NAME: X

ADDRESS: X

PROPOSED USE: X

OWNER-CONTACT PERSON: X

PHONE: X

APPLICABLE CODES

- BUILDING CODE: X

- MECHANICAL: X

- PLUMBING: X

- ELECTRICAL: X

- FIRE CODE: X

- STATE/CITY AMENDMENTS: X

- LIFE SAFETY CODE: X

- ACCESSIBILITY CODE: X

- ENERGY CODE: X

- SIGN CODE: X

- FIRE CODE: X

- ANSI: X

- FM INSURED: X

BUILDING PLANNING

OCCUPANCY: X

MIXED OCCUPANCY? YES / NO

REQUIRED FIRE SEPARATION: X

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: X

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: X

- NUMBER OF STORIES: X

- MAXIMUM SINGLE FLOOR AREA: X

- TOTAL AREA OF BUILDING: X

- PENTHOUSE AND ROOF STRUCTURE: X

- HIGH RISE: YES / NO

- PARKING SPACES PROVIDED: X

- PARKING SPACES REQUIRED: X

- ACCESSIBLE PARKING SPACES PROVIDED: X

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: YES / NO

- STANDPIPE SYSTEM: YES / NO TYPE X

- SMOKE CONTROL: YES / NO CLASS X

STRUCTURAL FORCES

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE

ITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE

- EXTERIOR WALLS: LOAD BEARING

- NON-LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

- LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

FIRE PROOFING NOTES

1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY UNRESTRAINED.

2. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO DETERMINE THE

CORRECT FIREPROOFING THICKNESS.

DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING

BUILDIN

G ZONE

HEIGHT

ABOVE

GROUND

WALLS

INWARD OUTWARD INWARD OUTWARD

WALL CORNERS (DISTANCE "Z"

FROM BUILDING CORNERS)

-FLOOR DESIGN: UNIFORM LOADS: X

CONCENTRATED LOADS: X

-ROOF DESIGN: LIVE LOAD: X

SNOW LOAD: X

-WIND DESIGN: BASIC WIND SPEED: X

EXPOSURE: X

IMPORTANCE FACTOR: X

-EARTHQUAKE DESIGN: SEISMIC ZONE / GROUP: X

-SITE COEFFICIENT: X

BUILDING ENVELOPE ENERGY INFORMATION

BUILDING MATERIALS

Building Elevation Vertical Surfaces

North

East

South

West

R Value = X

Area %

Building Elevation Horizontal Surfaces

R Value =

Area

R Value =

Area

R Value =

Area

R Value =

Area

R Value =

Area

Crawlspace

R Value = X

Area %

Roof

R Value = X

Area %

ESSENTIAL FACILITY (CHAPTER 16, IBC)

ESSENTIAL FACILITY? YES / NO

X X X X X X

X X X X X X X

"Z"

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNLACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED INSTALLED BY GOVT.

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

WALL TYPE

WINDOW TYPE

Room name

101 ROOM NAME/NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

2' x 2' ACT CEILING

4' x 4' ACT CEILING

EGRESS ROUTE ID

AND SECTION

LENGTH

1 HR FIRE

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT FIXTURE

2 x 2 LIGHT FIXTURE

SUSP. FLUORESCENT

LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID

Egress_Length

ROOM OCCUPANCY

& AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A SHEET KEYNOTE

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

DOOR CONVENTION

EXISTING

NEW

SCHEDULE ABBREVIATIONS

HM. HOLLOW METAL

SC SEALED CONCRETE (CLEAN COATING SURFACE SYSTEM)

RB RUBBER BASE

PT PAINT

US Army Corps 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

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B Y

C H

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K E

D B

A N

S I

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C O

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W O

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Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

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A S

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G A

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

O V

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0G-003

A B

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B L in e C

B W

M e d ic a l C e n te r_ A

R C

H R

.r v t

M A

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D E

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N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

10830

10826

10840

10827

10284

US Army Corps of Engineers ®

SHEET ID

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B M

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K E

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S I

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L L Y

D M

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F I

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L I C

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D E

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R I P

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1 2 3 4 5

W O

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P E

R T

I d e a

C e n t e r

B o u l e v a r d

D a y t o n

T e l

F a x w w w w o o l p e r t c o m

W R

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H I O

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L O

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA DESIGN SUBMITTAL : 7 NOVEMBER 2018

R E

B E

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0C-200

E X

I S

T I N

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88 ABW MEDICAL CENTER

SEE SHEET 0C-203

VISITING QUARTERS

SEE SHEET 0C-204

TENANT AREA

SEE SHEET 0C-201

HQ AFMC

SEE SHEET 0C-202

PRAIRIE TRACE

GOLF COURSE

S K

E E

V E

SEE SHEET 0C-207

I T

V E

R A

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W G

S P

R U

C E

A Y

S A

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R O

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H E

B B

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K R

* CALL BASE CIVIL ENGINEER BEFORE YOU DIG *

I D

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

HWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

HWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text BENCHMARKS: PER PAT AZ MK DESIGNATION ELEVATION = 800.38 NORTHING = 659,569.75 EASTING = 1,528,548.96

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text DESIGNATED LAYDOWN AREA (AREA SHOWN IS APPROXIMATE IN LOCATION AND SIZE. FINAL LOCATION AND SIZE SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.)

AutoCAD SHX Text

CONSTRUCTION TRAFFIC AND HAUL ROUTE

AutoCAD SHX Text

CONSTRUCTION TRAFFIC AND HAUL ROUTE

S A

N T

O N

HEBBLE CREEK RD.

10280

10822

10828

10853

10856

10829

10859

10858

UTILITY / SITE LEGEND

US Army Corps of Engineers ®

SHEET ID

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA DESIGN SUBMITTAL : 7 NOVEMBER 2018

R E

B E

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0C-201

S I T

T I L I T

L A

T E

N A

SEE SHT 0C-202 FOR CONTINUATION

CODED NOTES

I T

T I L

W G

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

AutoCAD SHX Text

124'~8" SS @ 0.50%%%

AutoCAD SHX Text

AutoCAD SHX Text TDSF Building (Phase II)

AutoCAD SHX Text MMF Building (Phase II)

AutoCAD SHX Text TDSF Building (Phase II)

AutoCAD SHX Text FUTURE TDSF Building (Phase II)

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2" CIP

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3" CIP

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3" CIP

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2" CIP

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3" CIP

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ABANDONED

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EX. STEAM LINES (TYP.)

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EX. STEAM LINES (TYP.)

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PROPOSED GAS LINE

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EX. STEAM LINES (TYP.)

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EX. STEAM LINES (TYP.)

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MECHANICAL ROOM #8115 (4) BOILERS 3,000 MBH EACH

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MECHANICAL ROOM #9159 (2) BOILERS 3,000 MBH EACH

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EX. 3" GAS MAIN (6,000 CFH)

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4" GAS LINE (12,000 CFH)

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TRENCH DRAIN B: TC:822.18

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TRENCH DRAIN E: TC:822.29

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BENCH MARK SET ELEVATION: 826.47

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AutoCAD SHX Text 12"

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CATCH BASIN : TC:821.02 21" VCP NE = 816.64 18" VCP SW = 816.67

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CATCH BASIN : TC:821.11 12" VCP NW = 817.61

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CATCH BASIN : TC:821.65 12" RCP N = 817.87

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CATCH BASIN : TC:821.80 18" RCP N = 816.56 12" RCP S = 816.56

AutoCAD SHX Text CATCH BASIN : TC:821.49 21" RCP N = 815.79 18" RCP S = 815.79 24" VCP SW = 815.93

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CATCH BASIN : TC:822.18 36" RCP SE = 812.88 36" RCP NW = 811.03

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CATCH BASIN : TC:820.77 12" VCP N = 817.92

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SEE SHEET 0C-205 FOR DETAIL

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SEE SHEET 0C-205 FOR DETAIL

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4" GAS LINE (9,000 CFH)

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AutoCAD SHX Text 26.12

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AutoCAD SHX Text 28.62

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AutoCAD SHX Text 26.88

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AutoCAD SHX Text 28.60

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6" GAS LINE

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6" GAS LINE (12,000 CFH)

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6" GAS LINE

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SS C.O. RIM = 827.70±(MATCH EXISTING) 6" INV.=823.70

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35'~6" SS @ 2.00%

AutoCAD SHX Text SS MH RIM = 826.47±(MATCH EXISTING) EX. 8" INV.=822.90±(MATCH EXISTING) 6" INV.=823.00

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6" GAS LINE

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6" GAS LINE

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4" GAS LINE (9,000 CFH)

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6" GAS LINE (18,000 CFH)

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text NOTES: 1. EXISTING STEAM LINES NOT NEEDED FOLLOWING EXISTING STEAM LINES NOT NEEDED FOLLOWING BOILER INSTALLATION TO BE CAPPED OFF AND ABANDONED OUTSIDE OF BUILDING. 2. ALL INSTALLED GAS MAIN TO BE TESTED AT MINIMUM ALL INSTALLED GAS MAIN TO BE TESTED AT MINIMUM 90 PSIG, MAXIMUM TEST PRESSURE 100 PSIG, AND RECORDED USING RECORDING DEVICE 3. PROPOSED GAS LINE SHALL BE ROUTED ABOVE PROPOSED GAS LINE SHALL BE ROUTED ABOVE EXISTING UTILITIES WHEN POSSIBLE. CONTRACTOR SHALL LOCATE AND SOFT DIG AT ALL UTILITY CROSSINGS PRIOR TO INSTALLATION. PROPOSED GAS LINE SHALL BE HDPE PIPE. INSTALL GAS MAINS AND GAS SERVICES WITH 24" MINIMUM COVER IN GRASS AREAS. SEE DETAIL 9 AND 11 ON SHEET 0C-900 FOR MIN. DEPTH IN PAVED AREAS. 4. CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE ALL BITUMINOUS SURFACES NECESSARY FOR UTILITY INSTALLATION. REFER TO TRENCH RESTORATION DETAIL ON SHEET 0C-C900 5. CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE ALL CONCRETE WALKWAYS & CURBS NECESSARY FOR UTILITY INSTALLATION. SAWCUT SHALL BE PLACED AT EXPANSION OR CONTROL JOINTS. REFER TO CURB AND SIDEWALK DETAILS ON SHEET 0C-900 AND 0C-902. 6. EXISTING UTILITIES SHOWN HEREON TAKEN FROM EXISTING UTILITIES SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY WOOLPERT DATED 11/1/17 AND SUPPLEMENTED BY GIS FACILITIES MAPS OF WRIGHT PATTERSON AIR FORCE BASE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. NO MECHANICAL FITTINGS TO BE USED TO JOIN PIPE. NO MECHANICAL FITTINGS TO BE USED TO JOIN PIPE. USE ELECTRO-FUSION COUPLINGS OR HEAT JOINING PROCESS. ALL VALVES CONNECTED TO HDPE SHOULD BE HDPE. 8. #12 TRACER WIRE TO BE INSTALLED WITH ALL #12 TRACER WIRE TO BE INSTALLED WITH ALL PROPOSED PE MAIN. ANY DIRECT BURY LINES SHALL HAVE WARNING TAPE INSTALLED IN THE DITCH. INSTALL LOCATING TEST STATION AT CONNECTION POINTS AND BRING WIRE ABOVE GROUND AT EACH SERVICE LOCATION. VERIFY WIRE CONTINUITY DURING/AFTER INSTALLATION.

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HWS

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HWR

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text PROPOSED SOIL BORING DEMO TREES BITUMINOUS PAVEMENT TRENCH RESTORATION PROPOSED GAS NEW FUEL OIL SUPPLY LINE (SEE MECH. DWGS. FOR DETAILS) PROPOSED SANITARY REMOVE EXISTING (TYP.) PROPOSED STORM HOT WATER SUPPLY/RETURN LINES PROPOSED GAS REGULATOR & GAS SERVICE LINE (PRIVATE) PROPOSED GAS REDUCER PROPOSED GAS VALVE PROPOSED STORM MANHOLE SILT FENCE PROPOSED FENCE EXISTING GAS EXISTING WATER EXISTING SANITARY EXISTING SANITARY FORCEMAIN EXISTING STORM EXISTING STEAM LINE EXISTING FENCE INLET SANITARY MANHOLE CLEANOUT DIRECTION OF DRAINAGE

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GRAPHIC SCALE IN FEET

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EXPANDED MECHANICAL ROOM

AutoCAD SHX Text 6"x4" REDUCER. PROVIDE GAS METER / REGULATOR SETTING RATED AT 6,000 CFH UTILITY PROVIDER TO CONFIRM DELIVERY PRESSURE TO REGULATOR INLET AND 7" WC TO BUILDING. CONFIRM WITH UTILITY PROVIDER EXISTING GAS MAIN HAS CAPACITY. PROVIDE GAS METER / REGULATOR SETTING RATED AT 12,000 CFH UTILITY PROVIDER TO CONFIRM DELIVERY PRESSURE TO REGULATOR INLET AND 7" WC TO BUILDING. CONFIRM WITH UTILITY PROVIDER EXISTING GAS MAIN HAS CAPACITY. EX. HIGH PRESSURE STEAM. ABANDON IN PLACE. CAP ENDS AND GROUND. (SEE MECHANICAL PLANS FOR DETAILS). REMOVE 2" NATURAL GAS LINE TO BUILDING 828. REPLACE WITH 4" GAS LINE. RECONNECT BOTH EXISTING 3" NATURAL GAS LINE TO PROPOSED 6" GAS. 2~6"X3" TEES. 6"X4" TEE PROPOSED 6" GAS VALVE & BOX PROPOSED 6"x6"x6" TEE GAS SERVICE LINE (PRIVATE)

AutoCAD SHX Text BENCHMARKS: PER PAT AZ MK DESIGNATION ELEVATION = 800.38 NORTHING = 659,569.75 EASTING = 1,528,548.96

AutoCAD SHX Text

CHANGES TO GAS MAIN TO ACCOMMODATE FUTURE ELEC. DUCT

AutoCAD SHX Text 05/01/19

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UTILITY / SITE LEGEND

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA DESIGN SUBMITTAL : 7 NOVEMBER 2018

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3" CIP

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4" CIP

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3" CIP

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2" CIP (ABANDONED)

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2" CIP (ABANDONED)

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2" CIP (ABANDONED)

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2" CIP (ABANDONED)

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2" CIP (ABANDONED)

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(ABANDONED)

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(ABANDONED)

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4" CIP

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3" CIP

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EX. STEAM LINES (TYP.)

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4" GAS LINE (29,000 CFH)

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4" GAS LINE (21,000 CFH)

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4" GAS LINE (8,000 CFH)

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SS C.O. RIM = 827.70±(MATCH EXISTING) 6" INV.=823.70

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35'~6" SS @ 2.00%

AutoCAD SHX Text SS MH RIM = 826.47±(MATCH EXISTING) EX. 8" INV.=822.90±(MATCH EXISTING) 6" INV.=823.00

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text 0C-900

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HWS

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HWR

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AutoCAD SHX Text G

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GRAPHIC SCALE IN FEET

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EXPANDED MECHANICAL ROOM

AutoCAD SHX Text GAS VALVE AND BOX. PROVIDE GAS METER/REGULATOR SETTING RATED AT 8,000 CFH. UTILITY PROVIDER TO CONFIRM DELIVERY PRESSURE TO REGULATOR AND 2 PSI INTO BUILDING. CONFIRM WITH UTILITY PROVIDER EXISTING GAS MAIN HAS CAPACITY. EX. HIGH PRESSURE STEAM. ABANDON IN PLACE. CAP ENDS AND GROUND. (SEE MECHANICAL PLANS FOR DETAILS) REMOVE (2) 12" HTHW - SUPPLY & RETURN AND REPLACE WITH HOT WATER PIPE (SEE MECHANICAL PLANS FOR DETAILS) PROVIDE GAS METER/REGULATOR SETTING RATED AT 21,000 CFH. UTILITY PROVIDER TO CONFIRM DELIVERY PRESSURE TO REGULATOR AND 7" WC TO BUILDING. CONFIRM WITH UTILITY PROVIDER EXISTING GAS MAIN HAS CAPACITY

AutoCAD SHX Text

EXPANDED MECHANICAL ROOM

AutoCAD SHX Text BENCHMARKS: PER PAT AZ MK DESIGNATION ELEVATION = 800.38 NORTHING = 659,569.75 EASTING = 1,528,548.96

CONFIRM WITH UTILITY PROVIDER EXISTING GAS MAIN HAS CAPACITY. ANY ALTERATIONS OR DISTURBANCES TO ANY SURVEY MONUMENTS ARE TO BE RECTIFIED BY RESTORATION OF SAID MONUMENTS OR ADDITION OF NEW MONUMENTS WITH FIRST ORDER ACCURACY. REMOVE 3" NATURAL GAS LINE AND REPLACE WITH 4" NATURAL GAS LINE. PROPOSED 4"x4" TEE AND 4"x3" REDUCER. GAS SERVICE LINE (PRIVATE)

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA DESIGN SUBMITTAL : 7 NOVEMBER 2018

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BLDG 10840

MECHANICAL PLANT

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4" POLY

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AutoCAD SHX Text 20'R

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AutoCAD SHX Text 35.40

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AutoCAD SHX Text 35.20

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text 0C-900

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AutoCAD SHX Text 0C-900

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 Dec 26, 2019.