552-18-103 Renovate B116 Bid Dwgs_ 2022.12.13.pdf

PDF 20 MB Posted Apr 25, 2023

Attached to: Y1AZ--Renovate Infrastructure for History Center B116 [552-18-103]
Solicitation number: 36C25023B0013
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation to renovate infrastructure for a history center building. The solicitation number is 36C25023B0013 and seeks to renovate Building 116 at a Veterans Health Administration facility within Veterans Integrated Service Network 10. Responses are due by December 13th, 2022. The awarding agency is the Department of Veterans Affairs Veterans Health Administration. The solicitation involves renovating infrastructure systems within the building but does not provide specifics on the scope of work required or pricing terms.

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File	Type	Posted
36C25023B0013 A00002.docx	DOCX document	May 25, 2023
36C25023B0013 A00001.docx	DOCX document	Apr 25, 2023
552-18-103 Renovate B116 Bid Specs_ 2022.12.13.pdf	PDF	Apr 25, 2023
Wage Determination 4.24.23.pdf	PDF	Apr 25, 2023
36C25023B0013_1.docx	DOCX document	Apr 25, 2023

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118 400

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34139

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Secondary

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CEMETERY

LAKE

CITY OF DAYTON

FIRE HOUSE NO. 17

RETENTION

POND

U.S. ROUTE 35

U.S . R

O U

TE 3

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

4100 WEST THIRD STREET

DAYTON, OHIO 45428

BUILDING SITE

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

10'-8"

XX.X-X

1/A101

XXXX

SIM

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETYin

ZERO

Department of Veterans Affairs

A R

4'-0"

Wood strips.

Blue

Blue outline with white interior.

Bracing. See Construction Sign Detail.

Red.

White.

Blue.

*FINAL LOCATION TO BE COORDINATED BY COR.

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

Veterans Affairs Department of

8'-0"

V E

R A

G E

V A

M A

NOTE:

Any seam in metal to be flat seam. Seams to be horizontal and occur between lines of lettering.

All lettering to be painted black with exception of project title, which is to be blue.

Final location to be coordinated with COR.

Center to be white.

Surrounding to be blue.

Background to be painted white.

Border member painted black.

2" x 4" frame and braces in same plane.

Metal face white enamel

2" x 4" frame and braces in back.

Metal face. Stretch metal face tight, turn over frame and secure with flat head deformed nails.

Logos of Design Team to be provided by Architect

4" x 4" posts painted white.

ELEVATION SECTION

Renovate Infastructure B116

DESIGN TEAM

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL PLUMBING ENGINEER

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

Dwg. of

LJB INC.

CIVIL ENGINEER

2500 NEWMARK DRIVE

MIAMISBURG, OH 45432

937.259.5000 P

937.259.5100 F

TERRACON

CONSULTANTS, INC.

ENVIRONMENTAL

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816 P

513.321.4540 F

Renovate Infrastructure B116

12/09/2022

COVER SHEET

G001

CVTH

17007.00

552-18-103

Dayton, Ohio

Renovate Infrastructure B116

4100 West Third Street Dayton, Ohio 45428 PROJECT #: 552-18-103

CAMPUS PLAN

VICINITY MAP

DRAWING INDEX

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS, TECHNICAL INFORMATION LIBRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13 WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT ARE DAMAGED DURING THE

COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW

CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE SPECIAL PROVISIONS TO

INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A PARTICULAR SURFACE, CONTRACTOR SHALL

PROVIDE FINISH(S) AS INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF THE WALL.

GRAPHIC SYMBOLS

GENERAL CONSTRUCTION NOTES

S202 DETAILS

S211 TRUSS REPAIR DETAILS

S301 BRACING ELEVATIONS AND DETAILS

FX001 LEGEND, INDEX, & FIRE SUPPRESSION DESIGN

NOTES

FX101 BASEMENT FIRE SUPPRESSION NEW WORK PLAN

FX102 NEW WORK PLANS

P001 LEGENDS, INDEX, & GENERAL NOTES

P002 SCHEDULE, DETAILS, & DIAGRAM

PD101 BASEMENT REMOVAL PLAN

PP101 BASEMENT NEW WORK PLAN

PP102 NEW WORK PLANS

PP103 ATTIC NEW WORK PLAN

PP104 ROOF NEW WORK PLAN

M001 LEGENDS & GENERAL NOTES

MD101 REMOVAL PLANS

MP101 FLOOR PLANS - PIPING

MS101 SITE PLAN

M501 DETAILS

M601 SCHEDULES, DIAGRAMS AND CONTROLS

E001 LEGENDS & GENERAL NOTES

ED101 REMOVAL PLANS

ES101 SITE PLAN

EL101 FLOOR PLANS - LIGHTING

EL102 ROOF PLAN - LIGHTNING PROTECTION

EP101 FLOOR PLANS - POWER & SYSTEMS

E501 MEDIUM VOLTAGE SINGLE-LINE DIAGRAM

E502 SINGLE-LINE DIAGRAM & SCHEDULE

E601 LIGHTING DESCRIPTIONS

G001 COVER SHEET

G100 CODE PLANS

G101 EXISTING CONDITIONS PHOTOGRAPHS

G102 EXISTING CONDITIONS PHOTOGRAPHS

G103 EXISTING CONDITIONS PHOTOGRAPHS

G104 EXISTING CONDITIONS PHOTOGRAPHS

G105 EXISTING CONDITIONS PHOTOGRAPHS

C100 EXISTING CONDITIONS

C200 DEMOLITION PLAN

C300 SITE/ UTILITY PLAN

C600 CONSTRUCTION DETAILS

AD101 DEMOLITION PLANS

A101 NEW WORK PLANS

A102 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A501 WALL SECTION, ENLARGED ELEVATION

A502 DETAILS

A503 DETAILS

A504 DETAILS

A505 STAIR DETAILS

A601 DOOR SCHEDULE AND WINDOW DETAILS

S001 GENERAL STRUCTURAL NOTES

S002 TYPICAL DETAILS

S101 PHASING PLANS

S102 STRUCTURAL RENOVATION PLANS

S201 DETAILS

N.T.S.Scale:

SAFETY SIGN

N.T.S.Scale:

CONSTRUCTION SIGN

Revision s

Date

ELECTRICAL

DATA

SECUITY

Fire Alarm Panel

STAIR

ELEV EQUIP

ELEVATOR

STAIR

WATER

ROOM

76'-0"

50'- 0"

MECHANICAL

FUTURE

ASSEMBLY

'B'

FUTURE

ASSEMBLY

'A'

FUTURE

BUSINESS

EXIT

STAIR

LOBBY

82'-0

74'-6" 72'-6"

68'-6"

Room

FUTURE

BUSINESS

ELEC CL

201 ELEVATOR

STAIR

FUTURE

BUSINESS

51'-6"

65'-0"

2-HR Fire Barrier

Means of Egress

Existing Wall to Remain

New Wall

Fire Extinguisher

Egress Travel Path Actual Travel Dist.

STAIR

DN DN

MECHANICAL PLATFORM

MAINTENANCE CATWALK MAINTENANCE CATWALK

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

CODE PLANS

G100

SOTH

17007.00

552-18-103

Dayton, Ohio

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

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

BASEMENT - CODE PLAN

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

FIRST FLOOR - CODE PLAN

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

SECOND FLOOR - CODE PLAN

Dayton Building 116 Renovation Code Bullets

2021 NFPA 101 Life Safety Code Review

• 6.1.2 - Assembly (Future) - See Chapter 12.

• 6.1.11 - Business (Future) - See Chapter 38.

• 6.1.14 - Multiple Occupancies

• Mixed occupancies

• 6.1.14.3.2 The building shall comply with the most restrictive requirements of the occupancies involved, unless separate safeguards are approved.

• 6.1.14.1.3- Where incidental to another occupancy, areas used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the Code that apply to the predominant occupancy

• 6.2.2. - Hazard classification: Ordinary

Chapter 7 – Means of Egress

• 7.1.3.1 – Exit Access Corridors , Corridors used as exit access and serving an area having an occupant load exceeding 30 shall be separated from other parts of the building by not less than one hour ire resistance rating.

• 7.1.3.2.1 – Exit Separation, Where this code requires an exit to be separated from other parts of the building, the separating construction shall meet the requirements of 8.2 and the following:

(1) The separation shall have a minimum 1-hour fire resistance rating where the exit connects three or fewer stories.

• 7.1.4.1 – Interior Wall & Ceiling Finish in Exit Encl: Class A or B per 10.2.

• 7.1.4.2 – Interior Floor Finish in Exit Encl: Class II per 10.2.

• 7.2.2.31.2- Each stair, platform, and landing, not including handrails, and existing stairs, in buildings required in the Code to be Type I or Type II construction shall be non-combustible material throughout.

• 7.2.12.1.1 – An Areas of Refuge used as part of the required accessible means of egress in accordance with 7.5.4 consisting of a story in a building that is protected throughout by an automatic sprinkler shall meet the following criteria:

• Each elevator landing shall be provided with a two-way communication system between the elevator landing and the fire command center.

• Directions for use, instructions for summoning assistance and written identification of the location shall be posted adjacent to the communication system.

• The two way communication shall include both audible and visible signals.

• 7.2.13.3 – Every floor served by the elevator shall have an elevator lobby. Barriers forming the elevator lobby shall have a minimum 1-hour fire resistive rating and shall be arranged as a smoke barrier per 8.5

• 7.3.1 – Occupant Load:

Future Interior Build-out - Not included in this project Phase

Floor 1:

Assembly-A: 1,198 s.f. @ 15 sf/occ. = 80 occup. (Exhibit Space) Business: 680 s.f. @ 100 sf/occ = 7 occup.

Assembly-B: 1,348 s.f. @ 15 sf/occ. = 90 occup. (Lecture Space)

Floor 2:

Business: 3,416 s.f. @ 100 sf/occ. = 35 occup.

N.T.S.Scale:

Code Legend

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

ATTIC - CODE PLAN

• 7.3.2.2 – Max. projection within means of egress on ea. side: 4-1/2” (38” hgt. max.).

• 7.4.1.1 – Min. number of means of egress from any story shall not be less than 2, except under one of the following conditions:

1. A single means of egress shall be permitted where permitted in Chapters 11 thru 43. See 39.2.4.6

• 7.4.1.6.1 – Each Elevator landing and lobby shall have access to at least one exit.

• 7.5.1.2.2 – Corridors not req’d. to be fire-rated shall be permitted to discharge into open floor plan areas.

• 7.5.1.3.3 – Remoteness of exits – Bldgs. protected by AFSS per 9.7, Min. separation distance between 2 exits = 1/3 max. overall diag.

dimension of the area or bldg. served.

• 7.5.4.1. – Areas accessible to people with severe mobility impairment , other than in existing buildings shall not have less than two accessible means of egress. , unless otherwise provided in 7.5.4.1.2 through 7.5.4.1.4.

• 7.5.4.1.1 – Access within the allowable travel distance shall be provided to not less than one accessible area of refuge or one accessible exit providing an accessible route to an exit discharge.

• 7.5.4.2.2 – The requirement of 7.5.4.2 shall not apply to a building protected throughout by an approved supervised automatic sprinkler system in accordance with section 9.7.

• 7.5.4.9 – An area of refuge used as part of a required accessible means of egress shall be in accordance with 7.2.12

• A.7.6 – Maximum travel distance with an approved supervised automatic sprinkler system is 250 ft

• 7.7.2– Exit discharge through interior building spaces is allowed.

• 7.12.1(1) – Mechanical equip. rms., common path of travel = 100’ max.

Chapter 8 – Features of Fire Protection

• 8.2.1. – Construction Type: III(200), Sprinkled (noncombustible)

Allowable number of stories: ≥4 Actual number of stories: 3

• Openings thru fire barriers for air-handling ductwork shall be protected per 9.2.1.

• 8.3.4.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Fire Window Elevator hoistways: 2 hr 1-1/2 hr NP Vert. shafts (stairs, exits):2 hr 1-1/2 hr NP

1 hr 1 hr NP Fire Barriers: 2 hr 1-1/2 hr NP

1 hr 3/4 hr NP Horiz. Exits: 2 hr 1-1/2 hr NP Smoke Barriers: 1 hr 1/3 hr 3/4 hr

• 8.3.5.1 – Firestop Systems – Penetrations that pass thru a barrier shall be protected by a firestop system or device.

• 8.3.5.7 – Openings thru fire barriers for air-handling ductwork shall be protected per 9.2.1.

• 8.4.3.5 – Smoke Partition doors shall be self or auto-closing per 7.2.1.8. Exception: see 19.3.6.3.11).

• 8.5.3 – A Fire Barrier shall be permitted to be used as Smoke Barrier per Section 8.5.

• 8.6.1 Floor Smoke Barriers – Every floor that separates stories in a bldg. shall be constructed as a smoke barrier per 8.5 and shall be permitted opg’s. per 8.6.6 thru 8.6.8.

• 8.6.4.1 – Shafts shall be enclosed at lowest or highest level of the shaft per 8.6.5.

• 8.6.5 – Shafts- Req’d Fire Rating:

Connecting 4 or more stories: 2-hr Fire Barrier.

Other new shaft enclosures: 1-hr Fire Barrier.

8.7.1.3 – Special Hazard Protection – Doors: min. ¾ hr fire rated, self or auto-closing per 7.2.1.8

Chapter 9 – Building Service and Fire Protection Equipment

• 9.4.1 – An elevator, other than an elevator in accordance with 7.2.13, shall not be considered a component in a required means of egress but shall be permitted as a component in an accessible means of egress.

• 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA70.

• 9.6.3.1 – Occupant notification shall be provided per 9.6.3 and 39.3.4.3.

• 9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 39.3.4.

• 9.6.5.1 – Fire safety functions shall be installed per NFPA 72 as req’d per 9.6.5 and 39.3.4.

• 9.6.7.1 – Alarm annunciation is required per 9.6.7 and 39.3.4.3.

• 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 39.3.4shall comply with NFPA 13.

Chapter 10 – Interior Finish, Contents, and Furnishings

• 10.2.3 – Interior Wall or Ceiling Finish – Class A, B, or C shall be classified based on ASTM E 84.

• 10.2.3.4 – Wall and Ceiling – Classifications characteristics:

1. Class A: Flame spread: 0-25; Smoke dev.: 0-450.

2. Class B: Flame spread: 26-75; Smoke dev.: 0-450.

3. Class C: Flame spread: 76-200; Smoke dev.: 0-45

• 10.2.7.3 – Interior Floor Finish –shall be classified based on NFPA 253 or ASTM E 648.

• 10.2.3.4 – Interior Floor – Classifications characteristics:

1. Class I: Rad flux: min .45 W/cm².

2. Class II: Rad flux: min .22 W/cm², and max. .45 W/cm².

• 10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

• 10.2.8.2 – Floor finishes, where sprinkled:

1. Class II permitted in any location where Class I is req’d.

2. No critical rad. flux permitted in any location where Class II is req’d.

CODE NOTES

62'-0" 85'-0"

Revision

2.56

2.34

2.362.36

2.75

2.00

2.34

2.362.36

2.75

2.34

2.64

2.56

2.34

2.12

2.58 2.002.00

2.34

2.56

2.00

2.39

2.36

2.28

2.36

2.34

2.452.64

2.392.39

2.342.34

2.392.39

2.36

2.392.39

2.36

2.342.34

2.36

2.39

2.342.34

2.362.36

2.39

2.362.362.36

2.34

B14

B4B5

B8B9

B10

B11

B12

B16

B13

B15

2.36

2.34

2.36

2.75

2.34

2.56

2.75

2.34

2.75

2.56

2.34

2.00

2.002.00

2.56

2.34

2.75

2.36

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

EXISTING CONDITIONS

PHOTOGRAPHS

G101

ACTH

17007.00

552-18-103

Dayton, Ohio

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

N.T.S.Scale:1

IMAGE B-1

N.T.S.Scale:2

IMAGE B-2

N.T.S.Scale:3

IMAGE B-3

N.T.S.Scale:4

IMAGE B-4

N.T.S.Scale:5

IMAGE B-5

N.T.S.Scale:6

IMAGE B-6

N.T.S.Scale:7

IMAGE B-7

N.T.S.Scale:8

IMAGE B-8

N.T.S.Scale:9

IMAGE B-9

N.T.S.Scale:10

IMAGE B-10

N.T.S.Scale:11

IMAGE B-11

N.T.S.Scale:12

IMAGE B-12

KEY NOTES

2.00 Remove all inactive electrical, telephone and data equipment and back panels. Verify status with VA.

2.12 Remove existing door and frame.

2.28 Remove existing wood stair, structure and handrails and wall below.

2.34 Remove existing wood flooring, sleeper system, supporting structure, and any systems supported from floor structure. See Detail 5 on Sheet AD101 for existing floor construction and Structural Sheet S101 for Phasing Plans.

2.36 Remove existing masonry wall and foundation. Remove walls down to top of slab. Existing slab, soil and rock below contains asbestos. Abatement contractor to remove from top of slab down to foundation / footing.

2.39 Remove shoring as floor removal permits; See Structural

drawings.

2.45 Existing steel column to be removed. Salvage decorative

column and deliver to owner.

2.56 Existing windows at basement to be removed and opening

filled with CMU. See Detail 3 on Sheet A504.

2.58 Remove existing concrete steps and foundation. Patch

concrete slab as required. Existing slab and soil below contains asbestos. Abatement contractor to remove concrete from top of slab down to foundation.

2.64 Remove all inactive utility infrastructure penetrating exterior wall and close opening with masonry prior to waterproofing basement walls.

2.75 Remove existing concrete slab as required for new column and wall foundations. Patch and repair slab as required. See Structural. Existing slab and soil below contains asbestos.

Abatement contractor to remove from top of slab down to depth of new footings.

1. All new materials that replace existing shall match existing profiles and dimensions, unless noted otherwise.

2. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

3. See structural drawings for demoliton and new work phasing.

4. See specifications for types and locations of hazardous materials and requirements for their removal.

5. Salage and stack all existing whole bricks from demolition phase and store on site to be reused for exterior facade repairs.

GENERAL NOTES

N.T.S.Scale:13

IMAGE B13

N.T.S.Scale:14

IMAGE B14

N.T.S.Scale:15

IMAGE B15

N.T.S.Scale:16

IMAGE B16

Revision

2.81

2.282.28

2.37

2.21

2.36

2.45

2.34

2.212.21

2.34

2.212.21

2.81

5.02

2.45

2.21

2.100

2.36

2.81

2.34

2.212.21

2.802.802.80

2.21

2.61

2.81

2.36

2.80

2.212.21

2.34

2.21

2.802.80

2.37

2.34

2.922.92

2.81

2.21

2.32

2.34

2.32

2.21

2.382.38

2.212.21

2.81

2.212.21

2.34

2.21

2.81

2.552.55

2.34

2.55

2.81

2.212.21

2.34

2.802.80

2.21

2.80

2.55

5.025.02

7.767.767.777.77

1-1

1-2

1-3

1-4

1-51-6

1-10

1-12

1-13

1-14

1-11

1-8

1-9

1-7

2.552.55

2.34

2.81

2.952.95

2.212.212.21

2.34

2.81

2.212.21

2.81

2.212.212.21

2.802.802.80

2.34

2.21

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

EXISTING CONDITIONS

PHOTOGRAPHS

G102

ACTH

17007.00

552-18-103

Dayton, Ohio

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

N.T.S.Scale:1

IMAGE 1-1

KEY NOTES

2.21 Existing wood sash and sill to be removed at all windows.

Existing wood frame and interior trim to remain. Remove all paint from wood trim and sand smooth in preparation for new sash. Paint. Protect during construction. See Details 3 and 4 on Sheet A503.

2.28 Remove existing wood stair, structure and handrails and wall below.

2.32 Remove existing wood frame wall.

2.37 Remove and salvage safe door and frame. Deliver to owner.

2.38 Remove existing partition.

2.45 Existing steel column to be removed. Salvage decorative

column and deliver to owner.

2.55 Remove existing wood stud wall and windows. Some walls

have ACM Transite panels. See Asbestos Abatement specifications for removal requirements.

2.61 Remove existing security mesh over existing window. Patch and repair wood frame and adjacent masonry as required.

(Typical of 2)

2.80 Existing interior trim to remain. Protect during construction.

2.81 Remove First Floor existing metal panel ceiling and cornice finish, plaster and lath and wood ceiling supports.

2.92 Remove existing safe concrete walls, floor & ceiling.

2.95 Remove 'red' wall plaster with ACM. See Asbestos Abatement specifications for removal requirements.

2.100 Carefully remove and salvage existing wood door, frame and trim and turn over to owner.

5.02 Aluminum finial - Color P-3, were previously fabricated & shall be provided by owner. Contractor to paint and install in this project. See Detail 7 and 8 on Sheet A503. Typical of 18.

7.76 Roof drains, pans, and strainers provided for previous, unrealized project are available for cotractors use on this project.

7.77 Steel angel cornice supports provided for previous, unrealized project are available for contractors use on this project at cornice manufacturers direction.

1. All new materials that replace existing shall match existing profiles and dimensions, unless noted otherwise.

2. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

3. See structural drawings for demoliton and new work phasing.

4. See specifications for types and locations of hazardous materials and requirements for their removal.

5. Salage and stack all existing whole bricks from demolition phase and store on site to be reused for exterior facade repairs.

GENERAL NOTES

N.T.S.Scale:2

IMAGE 1-2

N.T.S.Scale:3

IMAGE 1-3

N.T.S.Scale:4

IMAGE 1-4

N.T.S.Scale:5

IMAGE 1-5

N.T.S.Scale:6

IMAGE 1-6

N.T.S.Scale:7

IMAGE 1-7

N.T.S.Scale:8

IMAGE 1-8

N.T.S.Scale:9

IMAGE 1-9

N.T.S.Scale:10

IMAGE 1-10

N.T.S.Scale:15

IMAGE 1-15

N.T.S.Scale:16

IMAGE 1-16

N.T.S.Scale:11

IMAGE 1-11

N.T.S.Scale:12

IMAGE 1-12

N.T.S.Scale:13

IMAGE 1-13

N.T.S.Scale:14

IMAGE 1-14

Revision

2.83

2.34

2.212.21

2.802.80

2.21

2.80

2.32

2.83

2.32

2.34

2.83

2.34

2.802.80

2.212.21

2.80

2.21

2.83

2.32

2.34

2.83

2.34

2.21

2.80

2.83

2.34

2.32

2.28

2.83

2.32 2.28

2-1 2-2

2-3

2-4

2-5

2-6

2-7

2-8

2-9

2-10

2-11

2-12

2.97

2.432.43

2.34

2.83

2.272.27

2.34

2.80

2.21

2.34

2.32

2.83

2.80

2.21

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

EXISTING CONDITIONS

PHOTOGRAPHS

G103

ACTH

17007.00

552-18-103

Dayton, Ohio

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

N.T.S.Scale:1

IMAGE 2-1

N.T.S.Scale:2

IMAGES 2-2

N.T.S.Scale:3

IMAGES 2-3

N.T.S.Scale:4

IMAGE 2-4

N.T.S.Scale:5

IMAGE 2-5

N.T.S.Scale:6

IMAGE 2-6

N.T.S.Scale:11

IMAGE 2-11

KEY NOTES

2.21 Existing wood sash and sill to be removed at all windows.

Existing wood frame and interior trim to remain. Remove all paint from wood trim and sand smooth in preparation for new sash. Paint. Protect during construction. See Details 3 and 4 on Sheet A503.

2.27 Remove existing ladder.

2.28 Remove existing wood stair, structure and handrails and wall below.

2.32 Remove existing wood frame wall.

2.43 Existing concrete floor and vault structure to remain.

2.80 Existing interior trim to remain. Protect during construction.

2.83 Remove existing second floor plaster ceiling finish and lath only. Existing floor joists will be removed strategically in phased sequential order to be replaced with new structural floor framing. See Structural Dwg S101.

2.97 Existing recessed ducts / chases in exterior masonry walls shall be encapsulated to prevent disturbance of possible asbestos containing duct wrap. All encapsulated panels shall be labeled appropriately and encapsulated per Asbestos Abatement specifications. See Detail 5 on Sheet A504.

1. All new materials that replace existing shall match existing profiles and dimensions, unless noted otherwise.

2. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

3. See structural drawings for demoliton and new work phasing.

4. See specifications for types and locations of hazardous materials and requirements for their removal.

5. Salage and stack all existing whole bricks from demolition phase and store on site to be reused for exterior facade repairs.

GENERAL NOTES

N.T.S.Scale:12

RECESSED DUCT

N.T.S.Scale:7

IMAGE 2-7

N.T.S.Scale:8

IMAGE 2-8

N.T.S.Scale:9

IMAGE 2-9

N.T.S.Scale:10

IMAGE 2-10

Revision

2.63

2.49

2.98

2.482.48

2.63

2.48

2.63

2.482.482.48

2.632.63

2.49

2.83

2.482.482.48

2.83

2.632.632.63

2.98

2.49

2.83

7.24

7.37

7.35

2.49

2.63

2.632.632.63

2.63

2.83

A-1A-2

A-3

A-4

A-5

A-6

A-7

A-8 A-9

A-10

A-11

A-12

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

EXISTING CONDITIONS

PHOTOGRAPHS

G104

ACTH

17007.00

552-18-103

Dayton, Ohio

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

N.T.S.Scale:5

IMAGE A-5

N.T.S.Scale:6

IMAGE A-6

KEY NOTES

2.48 Remove existing horizontal masonry chimney and associated wood support.

2.49 Remove existing wood plank catwalk and associated wood

support framing.

2.63 Existing heavy timber roof trusses to remain. Protect during construction. See Structural Sheet S211 for repair details.

2.98 Remove existing ornamental light housing and rings in Second Floor ceiling. Salvage and deliver to owner.

7.24 Existing 1x roof deck to remain. Re-nail deck as indicated in specifications.

7.35 Existing mansard roof/wall framing to remain.

7.37 Existing 1x mansard roof/wall deck to remain. Re-nail deck as indicated in specifications.

1. All new materials that replace existing shall match existing profiles and dimensions, unless noted otherwise.

2. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

3. See structural drawings for demoliton and new work phasing.

4. See specifications for types and locations of hazardous materials and requirements for their removal.

5. Salage and stack all existing whole bricks from demolition phase and store on site to be reused for exterior facade repairs.

GENERAL NOTES

N.T.S.Scale:7

IMAGE A-7

N.T.S.Scale:8

IMAGE A-8

N.T.S.Scale:9

IMAGE A-9

N.T.S.Scale:10

IMAGE A-10

N.T.S.Scale:11

IMAGE A-11

N.T.S.Scale:12

IMAGE A-12

N.T.S.Scale:1

IMAGE A-1

N.T.S.Scale:2

IMAGE A-2

N.T.S.Scale:3

IMAGE A-3

N.T.S.Scale:4

IMAGE A-4

Revision

2.222.232.19

Typ.

2.56

Typ.

2.212.21

2.782.78Typ. Typ. 2.03

2.11

2.04

2.21

Typ.

2.61

2.79

2.21

2.78

2.46

2.22

Typ.

2.19

2.22

2.11

2.04

2.21

Typ.

2.56

2.41

2.21

2.78 Typ.

2.46

2.922.93

2.04

2.22

2.14

2.11

2.03

2.16

2.222.222.22

2.46

2.11

2.17

2.16

2.18

2.03

2.17

2.19

2.11

2.22

2.04

2.042.042.04

2.03

2.16

2.22

2.46

2.23

2.16

2.03

2.14

2.04

2.46

2.03

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate Infrastructure B116

12/09/2022

EXISTING CONDITIONS

PHOTOGRAPHS

G105

CVTH

17007.00

552-18-103

Dayton, Ohio

N.T.S.Scale:1

SOUTH ELEVATION

N.T.S.Scale:2

EAST ELEVATION - WEST SIMILAR

N.T.S.Scale:3

NORTH ELEVATION

KEY NOTES

N.T.S.Scale:4

LOWER MANSARD ROOF

N.T.S.Scale:5

SLATE PATTERN

N.T.S.Scale:6

UPPER ROOF

N.T.S.Scale:8

ROOFTOP VENTILATOR

N.T.S.Scale:9

GUTTER AND CORNICE FROM ABOVE

N.T.S.Scale:10

GUTTER AND CORNICE FROM BELOW

N.T.S.Scale:7

UPPER CORNICE

N.T.S.Scale:12

DORMER TYPE A

N.T.S.Scale:11

DORMER TYPE B

2.03 Existing metal upper fascia/cornice removed in previous

project. Remove existing temporary membrane coving gap between the mansard and flat roof. See Details on Sheet A503 for new upper fascia/cornice construction.

2.04 Existing metal gutter/lower cornice, fasteners and accessories removed during previous project. Remove all existing remaining wood framing. See Details on Sheet A502 for newgutter/lower cornice construction. Steel frames to support cornice have been fabricated and are stored on site.

Coordinate installation of existing frames with COR

2.11 Existing slate roof to be removed and replaced with new slate to match existing. See Details on Sheet A501 for new shingle layout.

2.14 Existing metal corner trim removed in previous project. See Elevation Detail on Sheet A501 for new corner trim flashing.

2.16 Existing attic dormer metal roofing to be removed and replaced with new. See Details 1 and 2 on Sheet A503.

2.17 Existing metal roof to be removed and replaced with new

membrane. See Key Note 7.01 on Sheets A102 and A201.

2.18 Existing roof drain to be removed and replaced with new. See Detail 2 on Sheet A501.

2.19 Existing metal roof ventilator to remain and be refinished. See Key Note 2.09 on Sheets A102 and A201.

2.21 Existing wood sash and sill to be removed at all windows.

Existing wood frame and interior trim to remain. Remove all paint from wood trim and sand smooth in preparation for new sash. Paint. Protect during construction. See Details 3 and 4 on Sheet A503.

2.22 Existing Dormer (Type A) and surround to remain and be

refinished. See Detail 2 on Sheet A503.

2.23 Existing Dormer (Type B) and surround to remain and be

refinished. See Detail 1 on Sheet A503.

2.41 Remove existing handrails, concrete stair, concrete landing, and concrete retaining wall. See civil for back fill information.

2.46 Existing dormer wood sash to be removed at all attic windows.

Existing exterior trim to remain. Remove all paint from wood trim and sand smooth in preparation for new sash and paint.

Protect during construction. See Details 1 and 2 on Sheet A503.

2.56 Existing windows at basement to be removed and opening

filled with CMU. See Detail 3 on Sheet A504.

2.61 Remove existing security mesh over existing window. Patch and repair wood frame and adjacent masonry as required.

(Typical of 2)

2.78 Remove existing plywood infill at wood windows.

2.79 Existing downspouts removed in previous project. Remove any remaining existing downspout wall brackets. See Key Note

7.09 on Sheet A201 for new downspouts.

2.92 Remove existing safe concrete walls, floor & ceiling.

2.93 Remove existing exterior wood door, transom and frame. See Schedule and Details on Sheet A601.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 | www.johnpoe.com| 937.461.3290

1. All new materials that replace existing shall match existing profiles and dimensions, unless noted otherwise.

2. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

3. See structural drawings for demoliton and new work phasing.

4. See specifications for types and locations of hazardous materials and requirements for their removal.

5. Salage and stack all existing whole bricks from demolition phase and store on site to be reused for exterior facade repairs.

GENERAL NOTES

Revision

FF= 955.37

(937) 259-5000 tel (937) 259-5100 fax LJBinc.com

Miamisburg, OH 45342

LJB Inc. 2500 Newmark Drive

17007.00

552-18-103

INFRASTRUCTURE B116

RENOVATE

08.17.2022

Dayton, Ohio

Revisions Date

PSB JAH

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Management and Facilities

Construction

Office of

JPA Project No.

S T

TE OF O

I O

P R

O F

S S

IONAL

E N

G I

N E

E R

GISTERE

E51255

BATTAGLIA

PETER

KENTUCKY AVE

N E

H A

M P S

E N

U E

GRAPHIC SCALE

0 10 20

- STORM LINE

- ELECTRIC LINE

- COMMUNICATIONS LINE

- GAS LINE

- SANITARY LINE

- TREE

- SHRUB

- STORM STRUCTURE

- FIRE HYDRANT

- WATER VALVE

- SANITARY MANHOLE

- SIGN

- ELECTRIC BOX

- ELECTRIC MANHOLE

- TELEPHONE MANHOLE

- IRON PIN

- MONUMENTATION

- LIGHT POLE

- FENCE

- BOLLARD

- PULL BOX

- STRAIN POLE

LEGEND:

- POWER/ COMM. POLE

- STORM MANHOLE

- ELECTRIC TRANSFORMER

- FLAG POLE

- LIGHTING

- WATER LINE

THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN

ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.

IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT

THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION

SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO

DIG PERMIT ON SITE DURING WORK OPERATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A COPY OF THE APPROVED

FROM THE MEDICAL CENTER PER STANDARD OPERATING PROCEDURE 32 DIG PERMITS.

BEFORE DIGGING CONTRACTOR SHALL OBTAIN AN APPROVED DIG PERMIT

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MARKINGS.

BEFORE DIGGING CONTRACTOR SHALL HIRE A UTILITY LOCATE SERVICE.

THESE FACILITIES CAUSED BY HIS WORK FORCE.

NOTE:

ALL CURB RADII ARE GIVEN TO FACE-OF-CURB.

ARE GIVEN FROM FACE-OF-CURB TO FACE-OF-CURB.

ALL LINEAR DIMENSIONS, AND SPOT GRADES

CONSTRUCTION LAYOUT NOTES

EXISTING CONDITIONS

SHEET NOTES

INV 6" (N)= 949.63

INV 6" (S)= 949.68

TOP= 953.78

SAN MH

INV 6" (W)= 951.31

INV 4" (E)= 950.74

INV 6" (E)= 949.51

INV 4" (S)= 949.66

TOP= 953.56

STM MH

INV= FULL OF DIRT

TOP= 953.11

INV 6" (W)= 950.34

INV 4" (SW)= 951.34

TOP= 952.69

INV 8" (N)= 945.68

INV 8" (NW)= 945.68

INV 6" (S)= 947.63

INV 12" (E)= 945.53

TOP= 952.98

STM MH

INV. 12" RCP (W)=943.6

INV. 12" RCP (SE)=943.75

TOP=947.55

INV. 18" RCP (S)=942.55

INV. 12" RCP (NW)=942.55

TOP=947.55

TOP=947.83

STMH

C100

- STEAM LINE

LOCATION SERVICE

LOCATED BY UTILITY

UNKNOW UTILITY AS

- CLEANOUT

EXISTING PLANS

STRUCTURE FROM

UNKNOW UNIDENTIFIED

FF= 955.37

EXISTING BUILDING

S t e a m

T u n n e l

S T

E A

S T

E A

S T

E A

STEAM

Miamisburg, OH 45342

LJB Inc. 2500 Newmark Drive

17007.00

552-18-103

INFRASTRUCTURE B116

RENOVATE

08.17.2022

Dayton, Ohio

Revisions Date

PSB JAH

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Management and Facilities

Construction

Office of

JPA Project No.

S T

TE OF O

I O

P R

O F

S S

IONAL

E N

G I

N E

E R

GISTERE

E51255

BATTAGLIA

M P S

E N

U E

GRAPHIC SCALE

0 10 20

- STORM LINE

- ELECTRIC LINE

- COMMUNICATIONS LINE

- GAS LINE

- SANITARY LINE

- TREE

- SHRUB

- STORM STRUCTURE

- FIRE HYDRANT

- WATER VALVE

- SANITARY MANHOLE

- SIGN

- ELECTRIC BOX

- ELECTRIC MANHOLE

- TELEPHONE MANHOLE

- IRON PIN

- MONUMENTATION

- LIGHT POLE

- FENCE

- BOLLARD

- PULL BOX

- STRAIN POLE

LEGEND:

- POWER/ COMM. POLE

- STORM MANHOLE

- ELECTRIC TRANSFORMER

- FLAG POLE

- LIGHTING

- WATER LINE

THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN

ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.

IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT

THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION

SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO

DIG PERMIT ON SITE DURING WORK OPERATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A COPY OF THE APPROVED

FROM THE MEDICAL CENTER PER STANDARD OPERATING PROCEDURE 32 DIG PERMITS.

BEFORE DIGGING CONTRACTOR SHALL OBTAIN AN APPROVED DIG PERMIT

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MARKINGS.

BEFORE DIGGING CONTRACTOR SHALL HIRE A UTILITY LOCATE SERVICE.

THESE FACILITIES CAUSED BY HIS WORK FORCE.

CONSTRUCTION LAYOUT NOTES

SHEET NOTES

1 SIDEWALK TO BE REMOVED.

2 TREE TO BE REMOVED.

DEMOLITION PLAN

AND RELOCATED.

TRANSFORMER TO BE REMOVED

REQUIRED AS PER OSHA REGUALTIONS.

AND FOUNDATION DRAINS. SHORING

EXCAVATION FOR WATER PROOFING

CONTRACTOR TO PROVIDE SAFE

5 BASEMENT ACCESS TO BE REMOVED.

C200

- STEAM LINE

- CLEANOUT

AS REQUIRED

SUPPORT DURING CONSTRUCTION

STORM STRUCTURE TO REMAIN

8 8

STORM LINE TO BE REMOVED

STORM STRUCTURE TO BE REMOVED

9 9

AND REPLACED

STORM STRUCTURE TO BE REMOVED

CONSTRUCTION OF WATER MAIN.

PAVEMENT TO BE REPLACED POST

FOR WATER MAIN INSTALLATION.

WALK TO BE REMOVED6

11 WATER LINE TO BE REMOVED.

MATERIALS.

PROVIDING TEMPORARY FENCING AROUND ANY

WITH COR. CONTRACTOR IS REPSONSIBLE FOR

CONTRACTOR TO COORDINATE EXACT LOCATION

MATERIALS SHALL BE ADJACENT TO BUILDING 116.

LOCATION OF LAY DOWN AREA FOR CONSTRUCTOIN

TOP=947.83

STMH

TOP=947.55

INV. 12" RCP (W)=943.6

INV. 12" RCP (SE)=943.75

TOP=947.55

FF= 955.37

EXISTING BUILDING

S t e a m u n n e l

S T

E A

S T

E A

S T

E A

STEAM

Miamisburg, OH 45342

LJB Inc. 2500 Newmark Drive

17007.00

552-18-103

INFRASTRUCTURE B116

RENOVATE

08.17.2022

Dayton, Ohio

Revisions Date

PSB JAH

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Management and Facilities

Construction

Office of

JPA Project No.

S T

TE OF O

I O

P R

O F

S S

IONAL

E N

G I

N E

E R

GISTERE

E51255

BATTAGLIA

M P S

E N

U E

GRAPHIC SCALE

0 10 20

- STORM LINE

- ELECTRIC LINE

- COMMUNICATIONS LINE

- GAS LINE

- SANITARY LINE

- TREE

- SHRUB

- STORM STRUCTURE

- FIRE HYDRANT

- WATER VALVE

- SANITARY MANHOLE

- SIGN

- ELECTRIC BOX

- ELECTRIC MANHOLE

- TELEPHONE MANHOLE

- IRON PIN

- MONUMENTATION

- LIGHT POLE

- FENCE

- BOLLARD

- PULL BOX

- STRAIN POLE

LEGEND:

- POWER/ COMM. POLE

- STORM MANHOLE

- ELECTRIC TRANSFORMER

- FLAG POLE

- LIGHTING

- WATER LINE

THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN

ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.

IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT

THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION

SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO

DIG PERMIT ON SITE DURING WORK OPERATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A COPY OF THE APPROVED

FROM THE MEDICAL CENTER PER STANDARD OPERATING PROCEDURE 32 DIG PERMITS.

BEFORE DIGGING CONTRACTOR SHALL OBTAIN AN APPROVED DIG PERMIT

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MARKINGS.

BEFORE DIGGING CONTRACTOR SHALL HIRE A UTILITY LOCATE SERVICE.

THESE FACILITIES CAUSED BY HIS WORK FORCE.

CONSTRUCTION LAYOUT NOTES

PIV

DS DS DS DS

DSDSDSDS

SHEET NOTES

INV 6" (W)= 951.31

INV 4" (E)= 950.74

INV 6" (E)= 949.51

INV 4" (S)= 949.66

TOP= 953.56

Ex. STM MH

INV= FULL OF DIRT

TOP= 953.11

Ex. CB

INV 6" (W)= 950.34

INV 4" (SW)= 951.34

TOP= 952.69

Ex. CB

INV 8" (N)= 945.68

INV 8" (NW)= 945.68

INV 6" (S)= 947.63

INV 12" (E)= 945.53

TOP= 952.98

Ex. STM MH

INV. 12" RCP (W)=943.6

INV. 12" RCP (SE)=943.75

TOP=947.55

Ex. CI

TOP=947.55

Ex. CI

TOP=947.83

Ex. STMH

1313 13 13

14 NEW SIDEWALK

C300

SITE/ UTILITY PLAN

LATERAL

USE INV FOR NEW 6"

INV 6" (S)= 949.68

INV 6" (N)= 949.63

TOP= 953.78

Ex. SAN MH

LATERAL @ 1.0%

NEW 35' ~ 6" SANITARY

SAN INV @ BLDG 950.05

WITH MEP PLANS

WATER MAIN COORDINATE

NEW 6" COMBINATION

TO MEP PLANS

TRANSFORMER REFER

RELOCATED ELECTRIC

DRAINS. REFER TO MEP PLAN.

SUMP PUMP FOR FOUNDATION

LEADER INV 952.00

NEW DOWNSPOUT W/ 6"

20 STM CO INV 951.80

21 79' ~ 6" STM @ 2.0%

23 31' ~ 8" STM @ 2.0%

24 STM CO INV 949.38

26 11' ~ 8" STM @ 1.0%

INV = 950.11 8" S

GRATE 952.70

NEW CB TYPE 2-2B

27 16' ~ 8" STM @ 2.0%

28 STM CO INV 949.06

29 46' ~ 8" STM @ 2.0%

COORDINATE WITH MEP PLANS

3" SUMP PUMP DISCHARE LINE

INV 958.00

DISCHARE TO STM MH

CONNECT 3" SUMP PUMP

33 STM CO INV 951.80

34 42' ~ 6" STM @ 1.0%

35 STM CO INV 950.96

36 120' ~ 8" STM @ 2.0%

37 STM CO INV 948.56

38 19' ~ 8" STM @ 2.0%

INV 948.18

CONNECT TO EXIST STM MH

INV 948.14

CONNECT TO EXIST STM MH

36 37

OF CONSTRUCTION

LOCATION PRIOR TO THE START

VERIFY TELECOMMUNICATIONS

40 40

OF CONSTRUCTION

LOCATION PRIOR TO THE START

VERIFY POSSSIBLE ELECTRIC MAIN

43 REPLACE CURB AS REQUIRED

PAVEMENT REPLACEMENT

REFERENCE ONLY

& PIERS TYP. FOR

FUTURE PORCH ADDITION

PIV VALVE

CONSTRUCTION

PRIOR TO THE START OF

VERIFY GAS MAIN LOCATION

DRAIN

NEW 4" FOUNDATION

8" WATER MAIN (AS PER PLAN NOT FIELD VERIFIED)

INV = 950.00 8" N & E

INV = 950.12 6" W & S

GRATE 952.70

NEW CB TYPE 2-2B

LOCATION WITH MEP PLANS

31' ~ 6" STM @ 1.0% COORDINATE

SLEEVE AND VALVE

10" X 6" TAPPING

REMOVE PORTION AS REQUIRED.

RECORDS INDICATE A 14" ABANDONED WATER MAIN (APPROX. LOCATION)

WALK

CONNNECT TO EXISTING

EXISTING BUILDING

Miamisburg, OH 45342

LJB Inc. 2500 Newmark Drive

17007.00

552-18-103

INFRASTRUCTURE B116

RENOVATE

08.17.2022

Dayton, Ohio

Revisions Date

PSB JAH

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

F E

D C

B A

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Management and Facilities

Construction

Office of

JPA Project No.

S T

TE OF O

I O

P R

O F

S S

IONAL

E N

G I

N E

E R

GISTERE

E51255

BATTAGLIA

VARIES

FIRST FLOOR

NOT TO SCALE

5-(DOWNSPOUT CONNECTION DETAIL)

WALL

FOUNDATION

EXISTING

BUILDING

AWAY FROM

GRADE, SLOPE

EXISTING EXTERIOR WALL

EXISTING DOWNSPOUT

CONCRETE SLAB

EXISTING FIRST FLOOR

TO BE RECEIVED)

AND SIZE OF DOWNSPOUTS

(SIZE TO ACCEPT NUMBER

ABOVE GRADE BOOT.

USE CAST IRON PIPE FOR

" 4

LEADER

DOWN SPOUT

TRANSITION TO PVC

VARIES

FIRST FLOOR

NOT TO SCALE

1-(TYPICAL GRADING AT BUILDING WALL DETAIL)

SLOPE

FOUNDATION

GRADE, SLOPE AWAY FROM

EXISTING EXTERIOR WALL

CONCRETE SLAB

EXISTING FIRST FLOOR

AT BUILDING FACE

FILL DEPRESSIONS

CONSTRUCTION DETAILS

C600

GATE VALVE

WATER MAIN

CONC. SLAB

OPEN

NOT TO SCALE

POST INDICATOR VALVE

POST INDICATOR VALVE BOX

ADJUSTABLE CAST IRON

(W/6" OVERLAP)

#3 BAR ALL AROUND

COLLAR

ROUND CONCRETE

TYP

LAWN

NOT TO SCALE

CLEANOUT AND FRAMES AND LIDS

1'-0" 1'-0"

3'-0"

8" MIN.

FINISHED GRADE

STANDARD FRAME AND LID

GRAVEL BACKFILL

6" PVC PIPE

CONCRETE

PVC STOPPER

DEGREE OF BEND

BRANCH

BENDS

TEES

PIPE

SIZE

RUN

L L L LD D D D

3",4"&6"

12"

16"

8" 8"

6" 6" 6" 6"10"

12" 12"

12"

12"12"

14"

14" 8"

14"

16"

16" 16" 16"

16"

16"18" 18"

18"

18" 18"

24"

28" 26"30"

22"

24"

20" 36"

36"

30"

33"

9" 50"

60" 15"

70"

3'-3" LONG

3'-0" WIDE

3'-6" LONG

3'-0" WIDE

5'-3" LONG

3'-0" WIDE

NOT TO SCALE

CONCRETE BLOCKING FOR WATER MAINS

OF THE ENGINEER.

LIEU OF CONCRETE BLOCKING AT THE DIRECTION

TIED OR RESTRAINED JOINTS MAY BE USED IN

NOTE:

ALL BLOCKING.

CLASS "A" CONCRETE TO BE USED FOR

9" 9"

L/2 L

M A

11 1/4° 22 1/2° 11 1/4Ì° & 22 1/2°

TEES SECTION

TYPICAL

90° BENDS BENDS < 90°

CONCRETE BLOCKING FOR VERTICAL BENDS

CONCRETE BLOCKING FOR HORIZONTAL BENDS

UNDISTURBED EARTH

11Ì° 22Ð° 45° 90°

2-2B CATCH BASIN

NOT TO SCALE (UNPAVED AREAS ONLY)

8"2'-0"8" 8"2'-0"8"

D E

B L

R4871 LIGHT DUTY

NEENAH CASTING No.

2-2-B GRATE

NOT TO SCALE

6" MAX.

V A

B L

6" O.D. 6"

TOPSOIL

PAVEMENT AREASSOIL AREAS

COMPACTED GRANULAR BACKFILL

GRANULAR BACKFILL

HAND-PLACED AND COMPACTED

PROCTOR)

BACKFILL (6" LAYERS) (90% MODIFIED

COMPLETE COMPACTED GRANULAR

AND SEAL WITH AC-20

SAWCUT EXISTING ASPHALT

IN 2 LIFTS

AS EXISTING PAVEMENT (4" MIN.) PLACED

ITEM 404: ASPHALT CONCRETE SAME THICKNESS

SEED OR SOD

APPROVED BY THE ENGINEER

(90% (90% MODIFIED PROCTOR) OR AS

12" ODOT 304 COMPACTED IN 6" LAYERS

AREA SHALL BE CLEANED OF ALL DIRT, MUD AND DEBRIS.

4. DURING CONSTRUCTION AND UPON COMPLETION OF THE JOB, THE

APPROVED EQUAL.

3. ALL JOINTS SHALL BE SEALED WITH AN AC-20 SEAL OR

LAYERS TO INSURE AGAINST SETTLEMENT.

2. ALL BACKFILL MATERIAL SHALL BE COMPACTED IN UNIFORM

TO THE CLOSING.

AND SUBMITTED TO THE CONTRACTING OFFICIER TWO (2) WEEKS PRIOR

OFFICIER. REQUESTS FOR CLOSING SHALL BE MADE IN WRITING

1. CLOSING OF A CITY ROAD REQUIRES THE APPROVAL OF THE CONTRACTING

GENERAL NOTES:

TRENCH RESTORATION

2.81

2.342.342.34

2.32

2.55

2.37

2.32

2.28

2.342.34

2.34

2.81

2.34

2.81

2.36

2.81

2.34

2.81

2.34

2.21

2.432.432.432.43

2.28

2.55

2.36

2.81

2.59

2.36

2.21

TYP.

2.212.212.212.21

2.212.21

TYP. TYP.

TYP.

2.35

2.35 2.212.21

TYP.

2.212.21

TYP.

2.55

TYP.

2.602.602.602.60

2.612.61

2.21

TYP.

2.45 2.45

9" 9"

2' - 4"

1' - 2"

2.80

TYP.

2.80

TYP.

2.402.40

2.44

2.38

2.84

2.59

2.35

TYP.

2.952.952.95 2.97

2.97

TYP.

2.97

2.922.922.922.92

2.97

2.97 2.972.97

2.97

2.972.97

2.97

2.972.97 2.97 2.38

2.102

2.27

2.32

2.28

2.34

2.832.83

2.34

TYP.

2.432.432.432.43

2.51

2.21

TYP.

2.62

2.35

TYP.2.21

2.212.21

TYP.

2.212.21

TYP.

2.21

TYP.

2.21

TYP.

2.292.292.292.29

2.80

TYP.

2.90

TYP.

2.35

TYP.

2.97

2.972.97

2.97 2.97 2.97

2.972.97

A504

TYP.

2.88

2.392.39

2.39

2.28

2.41

2.392.39

2.422.42

2.56

TYP.

2.572.57

2.562.56

TYP.

2.58

TYP.

2.562.56

2.39

TYP.

2.572.57

TYP.

2.392.392.39

2.362.36

2.36

2.392.39

2.39

2.362.36

2.68

2.75

2.362.36

2.41

2.86

2.39

2.91

2.75

2.96

2.42

TYP.

2.91

TYP.

2.42

2.36

2.12

2.96

2.00

2.39

2.00

2.422.42

2.14

TYP.

2.11

2.48

2.49

2.46

TYP.

2.46

TYP.

2.462.46

TYP.

2.632.63

TYP.

2.85

2.46

TYP.

2.11

TYP.

2.11 2.46

TYP.

2.85

2.98 2.98

2.04

TYP.

2.04

TYP.

2.04

TYP.

2.062.99

2.98 2.98

2.14

TYP.2.14

TYP.

2.49

2.70

2.73

2.72

2.74

2.71

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

JOHN

POE

FOET

A T

R E G

E T

ED RA

C H

E C T

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o…

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