36C24419R0047-059.pdf

DEDUCT ALTERNATE NOTE:

BID ITEMS:

BASE BID: ALL WORK SHOWN.

DEDUCT ALTERNATE-1: DELETE PHOTOVOLTAIC ARRAY,

ALL PANELS, SUPPORTS, WIRING, RELATED EQUIPMENT

AND LABOR.

DEDUCT ALTERNATE-2: DELETE ALL WORK TO BE DONE IN

ROOM E300A CLERICAL STAFF.

Project Title

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

Drawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

Additions:

Revisions:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot

DELLC

JOB No.

JAMES E. VAN ZANDT

VETERANS ADMINISTRATION

MEDICAL CENTER

2 3 4

Consultants:Date

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

6300 BLAIR HILL LANE

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009

ARCHITECTURE

PLANNING

ENGINEERING

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

100% CONSTRUCTION

DOCUMENTS

WHITMAN, REQUARDT & ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

FULLY SPRINKLERED

2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377

COVER SHEET EXPAND FOR SPECIALTY

CLINIC ADDITION ON 3RD

FLOOR

CP/ CAJ JSK/ DGW/ WPH

11/20/2018

1-3-X1

503-314

SCALE: 12" = 1'-0"1-3-X1

1 VA Logo

JAMES E. VAN ZANDT VETERANS

ADMINISTRATION MEDICAL CENTER

ALTOONA, PA.

EXPAND FOR SPECIALTY CLINIC

ADDITION ON 3rd FLOOR 503-314

INDEX OF DRAWINGS

SHEET No. SHEET NAME

11 ELECTRICAL

1-B-3-R-E1 ELECTRICAL LEGEND ABBREVIATIONS AND GENERAL NOTES

1-B-3-R-E2 POWER RISER DIAGRAM - NEW WORK

1-B-3-R-E3 PANEL SCHEDULES

1-B-E1 BASEMENT FLOOR PLAN ELECTRICAL - DEMOLITION

1-B-E2 BASEMENT FLOOR PLAN POWER - NEW WORK

1-1-E1 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION & NEW WORK

1-3-E1 THIRD FLOOR PLAN LIGHTING - NEW WORK

1-3-E3 THIRD FLOOR PLAN POWER - NEW WORK

1-3-E5 EXIST THIRD FLOOR PLAN - ELECTRICAL DEMOLITION & NEW WORK

1-3-E6 CONTROL WIRING DIAGRAM

1-R-E1 ROOF PLAN ELECTRICAL - NEW WORK

12 FIRE PROTECTION

1-3-FA1 FIRE ALARM NOTES, SYMBOLS, ABBREVIATIONS, AND MATRIX

1-3-FA2 THIRD FLOOR PLAN - FIRE ALARM

1-3-FP1 FIRE SUPPRESSION NOTES, SYMBOLS, AND ABBREVIATIONS

1-3-FP2 THIRD FLOOR PLAN - FIRE SUPPRESSION

1-3-FP3 FIRE SUPPRESSION DETAILS

13 IT / TELCOM

1-3-IT1 LEGEND SYMBOLS AND ABBREVIATIONS

1-3-IT2 THIRD FLOOR PLAN - NEW WORK - TELECOM

1-3-IT3 TELECOM PART PLAN AND RISER

1-3-IT4 TELECOM DETAILS

1-3-IT5 TELECOM DETAILS

1-3-IT6 TELECOM DETAILS

1-3-IT7 TELECOM DETAILS

1-3-IT8 FIRST AND SECOND FLOOR PLANS - NEW WORK - TELECOM

1-3-IT9 THIRD FLOOR PLAN - NEW WORK - SECURITY

1-3-IT10 EXISTING THIRD FLOOR PLANS - TELECOM

INDEX OF DRAWINGS

SHEET No. SHEET NAME

06 STRUCTURAL

1-3-S1 FOUNDATION AND FIRST FLOOR PLAN

1-3-S2 SECOND FLOOR FRAMING PLAN

1-3-S3 THIRD FLOOR FRAMING PLAN

1-3-S4 ROOF FRAMING PLAN

1-3-S5 STRUCTURAL SECTIONS AND DETAILS

1-3-S6 STRUCTURAL SECTIONS AND DETAILS

1-3-S7 STRUCTURAL BRACING DETAILS

1-3-S8 STRUCTURAL BRIDGE SECTIONS AND DETAILS

1-3-S9 STRUCTURAL BRIDGE SECTIONS AND DETAILS

1-3-S10 COLUMN SCHEDULE

1-3-S11 GENERAL NOTES AND SCHEDULE

07 VERTICAL TRANSPORTATION

1-1-3-R1 ELEVATOR HOISTWAY AND MACHINE ROOM

09 MECHANICAL

1-B-1-2-3-R-H1 MECHANICAL LEGEND ABBREVIATIONS AND GENERAL NOTES

1-B-1-2-3-R-H2 MECHANICAL SCHEMATICS

1-B-1-2-3-R-H3 MECHANICAL DETAILS

1-B-1-2-3-R-H4 MECHANICAL DETAILS

1-B-1-2-3-R-H5 MECHANICAL DETAILS

1-B-1-2-3-R-H6 MECHANICAL DETAILS

1-B-1-2-3-R-H7 MECHANICAL DETAILS

1-B-1-2-3-R-H8 MECHANICAL CONTROLS SEQUENCES

1-B-1-2-3-R-H9 MECHANICAL SCHEDULES

1-B-1-2-3-R-H10 MECHANICAL SCHEDULES

1-B-1-2-3-R-H11 HEATED AND CHILLED WATER RISER DIAGRAM

1-B-H1 BASEMENT FLOOR PLAN - HVAC - NEW WORK

1-1-H1 FIRST FLOOR PLAN MECHANICAL - DEMOLITION & NEW WORK

1-2-H1 SECOND FLOOR PLAN - HVAC PIPING - NEW WORK

1-3-H1 THIRD FLOOR PLAN - DUCTWORK - NEW WORK

1-3-H2 THIRD FLOOR PLAN - REFLECTED CEILING PLAN - NEW WORK

1-3-H3 THIRD FLOOR PLAN - HVAC PIPING - NEW WORK

1-3-H4 EXISTING HOSPITAL THIRD FLOOR PLAN - HVAC DEMO AND NEW WORK

1-3-H5 MECHANICAL SECTIONS

1-R-H1 ROOF PLAN - HVAC - NEW WORK

10 PLUMBING

1-B-1-2-3-R-P1 PLUMBING LEGEND ABBREVIATIONS, SCHEDULES AND GENERAL NOTES

1-B-1-2-3-R-P2 PLUMBING DETAILS

1-B-1-2-3-P1 DOMESTIC WATER RISER DIAGRAM

1-2-3-R-P1 SANITARY RISER DIAGRAM

1-2-3-R-P2 STORM WATER RISER DIAGRAM

1-B-1-P1 PART BASEMENT & FIRST FLOOR PLAN - DEMOLITION & NEW WORK

1-2-P1 SECOND FLOOR PLAN - PLUMBING - DEMOLITION

1-2-P2 SECOND FLOOR PLAN PLUMBING - NEW WORK

1-3-P1 THIRD FLOOR PLAN - PLUMBING - NEW WORK

1-3-P2 EXISTING HOSPITAL - THIRD FLOOR PLAN - PLUMBING DEMOLITION & NEW WORK

1-R-P1 ROOF PLAN PLUMBING - DEMOLITION

1-R-P2 ROOF PLAN PLUMBING - NEW WORK

INDEX OF DRAWINGS

SHEET No. SHEET NAME

00 GENERAL

1-3-X1 COVER SHEET

1-3-X2 SYMBOLS ABBREVIATIONS AND CODE DATA

1-3-X3 LIFE SAFETY PLANS – THIRD FLOOR

1-3-X4 2ND FLOOR DEMOLITION AND ICRA DRAWING

01 SITE

1-B-1-R-L1 EXISTING CONDITIONS - DEMOLITION PLAN

1-B-1-R-L2 SITE PLAN

1-B-1-R-L3 SITE DETAILS

04 ARCHITECTURE

1-1-1 FIRST FLOOR - DEMOLITION & NEW WORK FLOOR PLAN & ELEVATIONS

1-3-1 THIRD FLOOR - DEMOLITION PLAN

1-3-1.5 DEPARTMENTAL PLAN

1-3-2 THIRD FLOOR - NEW WORK - PLAN

1-3-3 THIRD FLOOR DIMENSIONED PLAN

1-3-4 THIRD FLOOR - FURNITURE AND EQUIPMENT - PLAN

1-3-5 EXISTING THIRD FLOOR HOSPITAL - DEMOLITION & NEW WORK PLANS

1-3-6 THIRD FLOOR - REFLECTED CEILING PLAN

1-3-7 THIRD FLOOR - ROOF PLAN

1-3-7.1 THIRD FLOOR - ROOF PLAN - DEDUCT ALT

1-B-3-R-8 THIRD FLOOR - EXTERIOR ELEVATIONS

1-B-3-R-9 THIRD FLOOR - EXTERIOR ELEVATIONS

1-2-3-R-10 THIRD FLOOR - BRIDGE ELEVATIONS AND SECTIONS

1-2-3-R-11 THIRD FLOOR - BRIDGE SECTIONS AND DETAILS

1-B-3-R-12 BUILDING SECTIONS

1-2-3-R-13 THIRD FLOOR - WALL SECTIONS

1-3-14 ENLARGED PLANS & RESTROOM ELEVATIONS

1-3-15 ENLARGED PLANS & RESTROOM ELEVATIONS

1-3-16 INTERIOR ELEVATIONS

1-3-17 INTERIOR ELEVATIONS

1-3-18 DETAILS

1-3-19 DOOR SCHEDULE & DETAILS

1-3-20 STOREFRONT ELEVATIONS

1-3-21 STOREFRONT ELEVATIONS, SCHEDULE AND DETAILS

05 INTERIORS

1-3-22 FINISH SCHEDULE & LEGENDS

1-3-23 NOT USED

SCALE: 12" = 1'-0"1-3-X1

5 3D VIEW 1

SCALE: 12" = 1'-0"1-3-X1

2 3D VIEW 2

SCALE: 12" = 1'-0"1-3-X1

3 3D VIEW 3

6bs1

BASE - SEE

FINISH

SCHEDULE

BASE - SEE

FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

STRUCTURAL

DECK ABOVE

NOT RATED

1 HR RATED - FIRE BARRIER

SHALL CONFORM TO UL

DESIGN: U415

4bs

BASE - SEE

FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

1 HR RATED - FIRE BARRIER

SHALL CONFORM TO UL

DESIGN:U419

2 1/2" METAL

STUD FRAMING

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

3 5/8" METAL

STUD FRAMING

@ 16" O.C.

5/8" TYPE "X"

GYPSUM

WALLBOARD

(BOTH SIDES)

1 LAYER 5/8" TYPE

"X" GYPSUM

WALLBOARD

CERAMIC TILE BASE

FLOOR FINISH - SEE

FINISH SCHEDULE

STRUCTURAL

DECK ABOVE

NOT RATED

2 1/2" METAL

STUDS @ 16" O.C.

1/2" CEMENT

BOARD (BOTH

SIDES)

CERAMIC TILE

(BOTH SIDES)

5/8" GYPSUM

WALLBOARD

BASE - SEE

FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

NOT RATED

6" METAL STUD

FRAMING

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

(BOTH SIDES)

1" GYPSUM

SHAFT LINER

4" CH STUD @

24" O.C.

3 1/8" 4 7/8"7 1/4"

BASE - SEE FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

3 5/8" METAL

STUD FRAMING

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

(BOTH SIDES)

4 7/8"

NOT RATED

TYPICAL FOR ALL INTERIOR WALLS

UNLESS OTHERWISE NOTED

BASE - SEE

FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

3 5/8" METAL

STUD FRAMING

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

NOT RATED

4 1/4"4 5/8"

9bs

BASE - SEE

FINISH

SCHEDULE

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

CEILING SEE

FINISH SCHEDULE

ON 1-3-22

1 HR RATED - FIRE BARRIER

SHALL CONFORM TO UL

DESIGN: U415

1 LAYER 5/8" TYPE

"X" GYPSUM

WALLBOARD

1" GYPSUM

SHAFT LINER

CH STUD @ 24"

O.C.

3 1/8"

INSULATION

AT EXTERIOR

WALLS

PLAN VIEW PLAN VIEW

4" CH STUD @

24" O.C.

2 1/2"

CH STUD @ 24"

O.C.

8 1/4"

CEILING SEE

FINISH SCHEDULE

ON 1-3-22

CEILING SEE

FINISH

SCHEDULE ON

1-3-22

CEILING SEE

FINISH SCHEDULE

ON 1-3-22

CEILING SEE

FINISH

SCHEDULE ON

1-3-22

CEILING SEE

FINISH

SCHEDULE ON

1-3-22

CEILING SEE

FINISH SCHEDULE

ON 1-3-22

CEILING SEE

FINISH

SCHEDULE ON

1-3-22 a = SMOKE PARTITION (NOT USED) bs = 1 HOUR FIRE AND SMOKE BARRIER cs = 2 HOUR FIRE AND SMOKE BARRIER (NOT USED)

VA WALL TYPE DESIGNATION LEGEND

Project Title

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

Drawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

Additions:

Revisions:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot

DELLC

JOB No.

JAMES E. VAN ZANDT

VETERANS ADMINISTRATION

MEDICAL CENTER

2 3 4

Consultants:Date

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

6300 BLAIR HILL LANE

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009

ARCHITECTURE

PLANNING

ENGINEERING

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

100% CONSTRUCTION

DOCUMENTS

WHITMAN, REQUARDT & ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

FULLY SPRINKLERED

2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377

SYMBOLS ABBREVIATIONS

AND CODE DATA

EXPAND FOR SPECIALTY

CLINIC ADDITION ON 3RD

FLOOR

CP/ CAJ JSK/ DGW/ WPH

11/20/2018

1-3-X2

503-314 concrete masonry unit demolish, demolition

CU cubic

DR

D

DS

DWG

DF

DIA

DTL

DL

DEM

DIM

door downspout drinking fountain drain drawing dead load diameter detail dimension

AUTO automatic cast iron column ceramic tile cement control joint construction concrete continuous, continue ceiling catch basin

COL

CJT

CONT

CONST

CONC

CMU

CI

CT

CEM

CLG

CB

basement below finish floor bearing plate both sides board block building bottom built up roof bench mark bituminous

BLK

BS

BD

BUR

BLDG

BOT

BFF

BPL

BSMT

BM

BIT

alternate air conditioning above finish floor asphalt anchor bolt architect (ural) approximate aluminum

ALT

AB

ARCH

APPROX.

ASPH

ALUM

AC

AFF

WC water closet plaster air conditioning

PLAS

insulation insulated glass unit inside diameter include (d) (ing) hot water heater hose bib horizontal hollow metal hollow core interior

INCL

INSUL

IGU

ID

INT

HOR

HWH

HM

HB

HC

point plywood plate concrete plank-painted square inch pounds per square foot pounds per polyvinyl chloride

PSF

PSI

PL

PT

PVC

PWD

PLK

west, width, wide welded wire fabric waterproof (ing) wood base wired glass

WB

WG

WWF

WP

W/ W

WD

with wood manholeMH

EXP expansion, exposed galvanized hollow metal fire extinguisher cabinet

GA

galvanized gypsum wall board glazed masonry unit general contractor heating ventilating grade, grading hardware gypsum gauge

GWB

HVAC

HDW

GYP

GALV

GMU

GHM

GD

GC

fire extinguisher finish (ed) exterior finished floor line foundation footing floor drain floor (ing) flashingFLG

FLR

FND

FTG

FD

EXT

FFL

FEC

FE

FIN

nominalNOM north opening on center outside diameter perimeter panel polished float glass overhead overall not to scale not in contract

OD

PER

OH

OA

PNL

PFG

N

OC

OPG

NTS

NIC

marble masonry manufacture (er) maximum metal mechanical miscellaneous minimum medium medium density overlay masonry opening

MTL

MECH

MISC

MIN

MED

MAX

MBL

MAS

MFR

MDO

MO

emergency each way existing exhaust estimate electric water cooler elevation electric (al)

EST

EXH

EXIST

EMER

ELEV

EW

EWC

ELEC

knock out invert left hand lavatory

LBL

LH

LPL

LAV

label low presure laminate

JT

KO

INV

joint

RO rough opening

TBD to be determined tempered float glass tongue & groove thick (ness) vinyl covered drywall vinyl composition tile vertical

VCT

VCD

VERT

TYP typical

TFG

T&G

THK

schedule section specification (s) square straight structural storage south, switch (es) seamless floor

SPEC

ST

SQ

STR

STL

STO

steel

SIM

SEC

SCH

SF

S similar reference quarry tile property line right of way revision, revised return air

REF

ROW

REV

RM

R

RA

riser room

QT

PL

R radius RCP reflected ceiling plan plastic laminateP-LAM

SYS system high pressure laminateHPL

LT light

ABBREVIATIONS SYMBOLS APPLICABLE CODES

A301

A301

OT

GYM

10'-0" A.F.F.

DETAIL TAG

COLUMN LINE BUBBLE TAG

CEILING HEIGHT TAG

A-?

DWG NAME

SCALE:

SECTION TAG

ROOM TAG - NEW WORK

WINDOW TAG

WALL TYPE TAG

TITLE TAG

W05

BREAKLINE SYMBOL

PIPE BREAK

INTERIOR ELEVATION

EXTERIOR ELEVATION

ELEVATION MARK

DETAIL CALL OUT

TAG

REVISION TAG

FIRST FLOOR

DOOR TAG

CONSTRUCTION KEY

NOTE TAG

X

D1-202A

A201

A201

125 SF

STOREFRONT

WINDOW TAG

S05

INTERIOR

WINDOW TAG

i05

CODE REVIEW

• NFPA 101 LIFE SAFETY CODE 2015 EDITION

• INTERNATIONAL MECHANICAL CODE (IMC) 2015 EDITION

• INTERNATIONAL ELECTRICAL CODE (IEC) 2015 EDITION

• INTERNATIONAL PLUMBING CODE (IPC) 2015 EDITION

• VA BARRIER FREE DESIGN GUIDE

• VA FIRE PROTECTION DESIGN MANUAL, SEVENTH EDITION

- DECEMBER 2015

Use and Occupancy

The Third Floor Addition will be classified as “Health Care” as defined by the LSC. it is defined as use group I per the IBC. As this project does connect to existing second floor areas, a smoke barrier separation is required throughout the new space.

This project is located above the outpatient wing of Building 1. The First Floor of the outpatient wing is classified as “Ambulatory Health Care.” Second Floor Addition is classified as “Business” The existing means of egress will not be obstructed during construction.

Construction

This project is adding 12,505 sq ft of new floor space to Building 1, but will not increase the overall footprint of the building or the over all height of the building. It will be considered an addition to existing Building 1. Building 1 construction type is classified as Type IB as defined by the IBC, and Type II(222) as defined by NFPA 220, Standard on Types of Building Construction. As such, any new construction to Building 1 will need to match the existing construction type. This construction includes the roof of the Second Floor, which will meet 2-hrs.

All columns and beams are to have a 2 hour fire resistance rating. The roof assebly is to have a 1 hour fire resistance rating.

All stairs, elevators, and elevator machine rooms are enclosed in 2-hour fire-rated construction. A two-hour fire-rating is required as the floor is required to be 2-hour fire-rated.

Storage areas require 1hr fire rated construction as these rooms have a degree of hazard greater than that normal to the general occupancy of the building. Doors must be 3/4 hour rated, self-close and positive latch.

The design of this project is based on a fully sprinkler-protected, ambulatory healthcare occupancy. With the construction type and full sprinkler protection, the addition will meet the height and area requirements as outlined in Table 18.1.6.1 of the LSC.

Egress

As required by the VA, all egress components meet the requirements of the LSC. The Life Safety Plan illustrates that the exit arrangement requirements are met and exit capacity is adequate. Corridors to resist the passage of smoke as this area of work is in a healthcare occupancy. Corridor walls do not have to be considered a smoke barrier or a smoke partition per section A.18.3.6.2.3. The common path of travel is limited to 100 ft and the maximum path of travel is 200 ft.

The travel distance to smoke barrier must not exceed 100 ft. Dead end corridors are limited to 50 ft.

The “Ambulatory Health Care” Occupancy on the First Floor will have a common path of travel limit of 100 ft and maximum path of travel limit of 200 ft. These limits will be maintained during construction.

The stairs have 48-in min width with 48-in wide landings. The stairs have doors with a clear width of 32-in. The means of egress capacity is designed to 0.2 inches/person for level components and .3 inches/persons for stairs.

Exit signage and emergency lighting will be provided in accordance with Sections 7.9 and 7.10 of the LSC.

HVAC

HVAC systems will be designed in accordance with NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems. Supply side duct detection will be provided for the two new roof mounted air handling units. Each unit has a nominal 8,500 CFM capacity.

Interior Finish

Interior finishes must meet the requirements of Chapter 10 of the LSC. With complete building sprinkler protection, interior wall and ceiling finishes within exits and exit access, corridors must have a Class A or B rating, and other rooms or spaces must have a minimum Class C rating. New floor coverings in exit access corridors and spaces open to them shall have at least a Class II rating.

exterior insulated finishing systemEIFS

SCALE: 1 1/2" = 1'-0"1-3-X2

1 PARTITION TYPES

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

4" 8"0 16"

CORRIDOR

A301A

CORRIDOR

A301A

SHARED CONFERENCE

A335 SHARED BREAK/ LKR

A334

CARDIOVASCULAR

WORKSTATIONS/ COPY

A311

TELECOM

A319ELEC.

A348

WORK STATION AREA 2

A330

EYE 3

A326

CONSULT/ VIEWING

A325

EYE 1/ WHEELCHAIR

STORAGE

A324

EYEGLASS FITTING &

DISPLAY

A332

VISUAL FIELDS TESTING

A331

OCT

A327

POLYTRAUMA

A328

LOW VISION

A329

STRESS ECHO

A317

EQUIP.

A333

PULMONARY REHAB

AREA/ EXTENDED PULM

FUNCTION/ CONSULT.

ROOM/ WAITING/

WHEELCHAIR

A340

ELEVATORS

EL1

STAIR 1

ST1

STAIR 2

ST2

Not Enclosed

BRIDGE

A300A

466 SF

LOBBY

A300

MEN'S

A349

WOMEN'S

A350

PRETEST/ EYE /

CHECK-IN

A322 PHOTO/ FUNDUS TEST

A323

8'- 0"

TRAVEL DISTANCE 92'

EX

IT

T

RA

VE

L

DI

ST

AN

CE

4'

TRAVEL DISTANCE 77'SUITE B

SUITE A

TRAVEL DISTANCE 97' TO EXIT

TRAVEL DISTANCE 92' TO EXIT

SUITE A SUITE B

SUITE A SUITE B

EXIT TRAVEL DISTANCE 101'

EXISTING STAIR WITH

2 HOUR FIRE RATED

ENCLOSURE

1 HOUR FIRE

RATING

LINEN

A305

CORRIDOR

A301B

DIALATION

A320

WAITING

A321

STORAGE & EQUIP

A336

NUTRITION

A310

TRAVEL DISTANCE 97'

1 HOUR FIRE

RATING

1 HOUR FIRE

RATING

EX

IT

T

RA

VE

L

DI

ST

AN

CE

3'

PODIATRY

E305

TOILET

E305A

PODIATRY

E307

CORRIDOR

E307A

TOILET

E308A

UROLOGY

E308

UROLOGY

E310

CORRIDOR

E310A

NURSE TRIAGE

E309

BREAK ROOM

E311

STAIR D

ES303

TOILET

E312A

NEUROLOGY

E312

EQUIPMENT ROOM

E313

PULMONOLOGY

E314H

GYNECOLOGY

E314G

TOILET/ CHANGING

ROOM

E314F

GYNECOLOGY

E314E

GENERAL SURGERY

E314D

GENERAL SURGERY

E314C

DIRTY ROOM

E314A EXAM ROOM

E302

NURSE TRIAGE

E306

CORRIDOR

E315A

PULMONARY WORK

STATION

A346

CORRIDOR

A301

F.E.C.

F.E.C.F.E.C.

F.

E.

C

F.

E.

C

F.

E.

C

F.

E.

C

F.

E.

C

F.E.C.

F.E.C.

EXAM / CONSULT

A306

EXAM / CONSULT

A308

EXAM / CONSULT

A309

EXAM RESTROOM

A307

EXAM/ PATIENT

EDUCATION

A314

EKG

A315ECHO/ CARDIO

A313

STORAGE

A312

CRASH CART

A317A

TOILET

A316

CORRIDOR

A318

STAFF CORRIDOR

A301C

HAC

A339

WAITING

A302

CRASH CART

A347

CO

M

M O

N

PA

TH

O

F

TR

AV

EL

5'

CO

M

M O

N

PA

TH

O

F

TR

AV

EL

8'

RESPIRATORY THERAPY/

CPAP

A341

PFT

A342

TREATMENT ROOM

A343

MED

A344

O2 STOR.

A345

EXISTING

STAIR WITH 2

HOUR RATED

ENCLOSURE

1 HR FIRE RATED WALL & SMOKE

BARRIER

2 HR FIRE RATED WALL & SMOKE

BARRIER

EXIT

EXIT SIGN

LIFE SAFETY LEGEND

FIRE EXTINGUISHER CABINETF.E.C.

TRAVEL PATH & DISTANCE

1/2 " M

AX

5/8" MIN. THICKNESS OF

FIRE STOP FILL

MATERIAL - BOTH

SIDES, SAND SMOOTH

NON - INSULATED

DUCT

1/2 " M

AX

5/8" MIN. THICKNESS OF

FIRE STOP FILL

MATERIAL - BOTH

SIDES, SAND SMOOTH

INSULATED DUCT

ONE LAYER OF MIN. 1/8" THICK

INTUMESCENT MATERIAL, SUPPLIED IN

2" WIDE STRIPS TIGHTLY WRAPPED

AROUND DUCT INSULATION AND HELD IN

PLACE WITH 2" WIDE MIN. 3 MIL FOIL

TAPE. WRAP STRIP SLID INTO ANNULUS

ON BOTH SIDES OF WALL SUCH THAT

WRAP STRIPS EXTEND APPROX. 1/2"

BEYOND BOTH SURFACES OF WALL.

EXPOSED PORTION OF WRAP STRIP TO

BE COMPLETELY COVERED WITH 3 MIL

FOIL TAPE.

1/2 " M

AX

5/8" MIN. THICKNESS OF

FIRE STOP FILL

MATERIAL - BOTH

SIDES, SAND SMOOTH

PIPE/ CONDUIT

1/2 " M

AX

5/8" MIN. THICKNESS OF

FIRE STOP FILL

MATERIAL - BOTH

SIDES, SAND SMOOTH

INSULATED PIPE

ONE LAYER OF MIN. 1/8" THICK

INTUMESCENT MATERIAL, SUPPLIED IN

2" WIDE STRIPS TIGHTLY WRAPPED

AROUND DUCT INSULATION AND HELD IN

PLACE WITH 2" WIDE MIN. 3 MIL FOIL

TAPE. WRAP STRIP SLID INTO ANNULUS

ON BOTH SIDES OF WALL SUCH THAT

WRAP STRIPS EXTEND APPROX. 1/2"

BEYOND BOTH SURFACES OF WALL.

EXPOSED PORTION OF WRAP STRIP TO

BE COMPLETELY COVERED WITH 3 MIL

FOIL TAPE.

FIRE - PROOFING TO BE

SPRAYED AROUND AND

COMPLETELY COAT ALL

STRUCTURAL MEMBERS,

MINIMUM THICKNESS OF

1 1/16"

CEILING/ FLOOR STRUCTURE -

SEE STRUCTURAL DRAWINGS

STRUCTURAL BEAM -

SEE STRUCTURAL

DRAWINGS

NOTES:

DETAIL BASED ON UL DESIGN D916

FIRE PROOFING TO BE A CONTINUOUS COATING WITH

OUT GAPS OR HOLES.

CONTRACTOR TO PROPERLY COVER AND PROTECT

ALL SURFACES NOT GETTING COATED WITH FIRE

PROOFING.

A301

A301

OT

GYM

10'-0" A.F.F.

DETAIL TAG

COLUMN LINE

BUBBLE TAG

CEILING

HEIGHT TAG

A-?

DWG NAME

SCALE:

SECTION TAG

ROOM TAG -

NEW WORK

WALL TYPE TAG

TITLE TAG

BREAKLINE

SYMBOL

INTERIOR ELEVATION

EXTERIOR

ELEVATION

ELEVATION MARK

FIRST FLOOR

DOOR TAG

CONSTRUCTION KEY

NOTE TAG

X

311.1

A201

125 SF

STOREFRONT

WINDOW TAG

S05

DETAIL

CALL-

OUT

TAG

A201

BASIC ARCHITECTURAL SYMBOLS

FIRE - PROOFING TO BE

SPRAYED AROUND AND

COMPLETELY COAT ALL

STRUCTURAL WIDE FLANGE

COLUMNS, MAINTAIN A

MINIMUM THICKNESS OF 1 3/8"BASED ON UL DESIGN

X795

NOTES:

DETAIL BASED ON UL DESIGN X796

FIRE PROOFING TO BE A CONTINUOUS COATING WITH

OUT GAPS OR HOLES.

CONTRACTOR TO PROPERLY COVER AND PROTECT

ALL SURFACES NOT GETTING COATED WITH FIRE

PROOFING.

NEW WALLS

EXISTING WALLS

TO REMAIN

NEW DOORS

EXISTING DOORS

TO REMAIN

GENERAL LEGEND

Project Title

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

Drawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

Additions:

Revisions:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot

DELLC

JOB No.

JAMES E. VAN ZANDT

VETERANS ADMINISTRATION

MEDICAL CENTER

2 3 4

Consultants:Date

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

6300 BLAIR HILL LANE

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009

ARCHITECTURE

PLANNING

ENGINEERING

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

100% CONSTRUCTION

DOCUMENTS

WHITMAN, REQUARDT & ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

FULLY SPRINKLERED

2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377

LIFE SAFETY PLANS – THIRD

FLOOR

EXPAND FOR SPECIALTY

CLINIC ADDITION ON 3RD

FLOOR

CP/ CAJ JSK/ DGW/ WPH

11/20/2018

1-3-X3

503-314

SCALE: 1/8" = 1'-0"1-3-X3

1 LIFE SAFETY PLAN

NOTES:

1. OCCUPANCY IS HEALTHCARE

2. SUITE A = 4,967 sf

3. SUITE B = 6,280 sf

4. ALL NEW AND EXISTING CONSTRUCTION IS FULLY SPRINKLED

PLAN NORTH

TRUE NORTH

OCCUPANT LOAD

ALLOWED : 100 GSF / OCCUPANT

SUITE A : 50 OCCUPANTS

SUITE B : 63 OCCUPANTS

EGRESS CAPACITY

ALLOWED - LEVEL : .2 INCHES / OCCUPANT

ALLOWED - STAIRS : .3 INCHES / OCCUPANT

SUITE A :

50 OCCUPANTS X .2" = 10" REQUIRED EGRESS WIDTH

TOTAL EXITS : 3

TOTAL EXIT WIDTH : 192"

SUITE B :

63 OCCUPANTS X .2" = 13" REQUIRED EGRESS WIDTH

TOTAL EXITS : 3

TOTAL EXIT WIDTH : 240"

SCALE: 1 1/2" = 1'-0"1-3-X3

4 WALL PENTRATION DETAILS

SCALE: 1 1/2" = 1'-0"1-3-X3

TYPICAL FLOOR/CEILING FIRE

PROOFING

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

4'-0" 8'-0"0 16'-0"

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

4" 8"0 16"

SCALE: 1 1/2" = 1'-0"1-3-X3

TYPICAL COLUMN FIRE RATING

DETAILS

T

T

T

T

APPROXIMATE LOCATION OF

LIMITS OF WORK AND PLASTIC

TENTING

ENTRANCE TO WORK AREA

FAN UNITS TO CREATE

NEGATIVE PRESSURE

ADHESIVE WALK OFF MATT

1 HR. TEMPORARY

CONSTRUCTION BARRIER

ICRA LEGEND

OO1

B6

B7

B8

TT B-K L B-MB-H

AA

BB

A.7

A.8

GENERAL SURGERY

E314C

TOILET

E314B DIRTY ROOM

E314A

WAITING ROOM

E314

TOILET

E315

SUPPLY CLOSET

E316

CLERICAL STAFF

E300A

NURSE TRIAGE

E301

EXAM ROOM

E302

CORRIDOR

E304

NEW NURSE TRIAGE

E303

E303 E302

2'-1"

6'-0"

T-

T-

SEAL BOTTOM

OF THE WALL

FLOOR FINISH -

SEE FINISH

SCHEDULE

STRUCTURAL

DECK ABOVE

CEILING

3 5/8" METAL

STUD FRAMING

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

(BOTH SIDES)

4 7/8"

1 HR TEMPORARY

CONSTRUCTION/ ICRA BARRIERS

BASED ON UL DESIGN U419

SEAL TOP OF

THE WALL

D

A

E F G

H

JH.1 KJ.7

1.8

7.7

8.9

9.1

B

C

2.5

1.3

9.4

5.8

YXX.1

7.1

AA

BB

C2

A.4

Project Title

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

Drawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

Additions:

Revisions:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot

DELLC

JOB No.

JAMES E. VAN ZANDT

VETERANS ADMINISTRATION

MEDICAL CENTER

2 3 4

Consultants:Date

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

6300 BLAIR HILL LANE

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009

ARCHITECTURE

PLANNING

ENGINEERING

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

100% CONSTRUCTION

DOCUMENTS

WHITMAN, REQUARDT & ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

FULLY SPRINKLERED

2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377

2ND FLOOR DEMOLITION

AND ICRA DRAWING

EXPAND FOR SPECIALTY

CLINIC ADDITION ON 3RD

FLOOR

CP/ CAJ JSK/ DGW/ WPH

11/20/2018

1-3-X4

503-314

SCALE: 1/8" = 1'-0"1-3-X4

EXISTING HOSPITAL THIRD FLOOR -

NEW WORK - ICRA PLAN

SCALE: 1 1/2" = 1'-0"1-3-X4

3 CONSTRUCTION PARTITION

SCALE: 1/8" = 1'-0"1-3-X4

1 SECOND FLOOR - ICRA PLAN

NOTES:

1. PLASTIC TENTING TO EXTEND FROM FLOOR TO DECKING

ABOVE.

2. CONTRACTOR TO COORDINATE THE MOVING AND STORING

OF ANY FURNITURE TO BE TEMPORARILY RELOCATED.

3. ALL EXISTING FURNITURE TO REMAIN IS TO BE COVERED

AND PROTECTED DURING WORK.

4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

REPLACE ALL WALLS, MILLWORK FINISHES, ELECTRICAL, I.T.,

PLUMBING AND FIXTURES AS THEY WERE PRIOR TO

DEMOLITION.

5. CONTRACTOR TO PROTECT ALL EXISTING FINISHES DURING

DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REPAIR

ANY DAMAGE TO EXISTING FINISHES. ALL NEW AND

REPLACED FINISHES ARE TO MATCH EXISTING.

6. CONTRACTOR MAY TEMPORARILY REMOVE ANY HANDRAILS

OR OTHER FINISHES WITH VA APPROVAL. ALL REMOVED

HANDRAILS AND FINISHES ARE TO BE PUT BACK IN THEIR

ORIGINAL POSITION, CLEANED & RESTORED TO THEIR PRE-

CONSTRUCTION CONDITION.

7. CONTRACTOR TO NOTIFY AND RECEIVE PERMISSION FROM

COR BEFORE DEMOLISHING ANY PART OF THE EXISTING

BUILDING THAT IS NOT COVERED IN THE DEMOLITION

DRAWINGS.

8. CONTRACTOR TO FIX ANY DAMAGE TO EXISTING FINISHES

CAUSED BY CREWS DURING DEMOLITION OR CONSTRUCTION

9. CONTRACTOR TO PAINT ALL NEW WORK AND VARIOUS

PATCHES TO MATCH THE EXISTING CONDITIONS, OR AS

DIRECTED BY THE VA. IF AN EXACT PAINT MATCH CAN NOT BE

MADE, THE CONTRACTOR MUST PAINT THE ENTIRE WALL

CORNER TO CORNER, FLOOR TO CEILING WITH NEW PAINT

THAT IS A CLOSE MATCH OR A COMPLIMENTARY COLOR. ALL

SURFACES NOT BEING PAINTED ARE TO BE PROTECTED. SEE

FINISH SCHEDULE FOR MORE PAINT INFORMATION.

10. CONTRACTOR TO COORDINATE NOISE GENERATING

ACTIVITIES WITH COR PRIOR TO CONSTRUCTION START; ALL

EXCESSIVELY LOUD OPERATIONS WILL NEED TO BE

ACCOMPLISHED AFTER NORMAL WORKING HOURS.

11. TRASH REMOVAL AND MATERIAL DELIVERIES SHALL BE

LIMITED TO SPECIFIC HOURS AS DIRECTED AND

COORDINATED WITH THE COR.

12. ALL TEMPORARY CONSTRUCTION BARRIERS, DOORS AND

FRAMES SHALL HAVE A 1 HOUR FIRE RATING.

PLAN NORTH

TRUE NORTH

FIRST FLOOR

EL. 1135.60

3'

HEDGE

3'

HB

HEDGE

1134.11

WALL

2'

4'

HEDGE

4'

HEDGE

2'

5'

HEDGE

1127.33

WALL

EMH(1274)

TOP:1127.26

E

6'

1126.39

WALL

3"

5'

WALL

SWL

3"

2'

2"

CEDAR

2'

2"

CEDAR

4'

2"

CEDAR

3'

T

1127.30

C

O

N

C

W

A

L

L

P

V

C

I

N

V

P

V

C

P

V

C

P

V C

I

P

SSMH

TOP=1134.06

b a c

SSMH

TOP=1134.01

METAL FENCE

SMOKE SHELTER

I

N

L

E

T

T

O

P

I

N

V

U

**NOTE**

FIRST FLOOR ELEVATION FOR

INFORMATIONAL PURPOSES ONLY.

THE SURVEYED AND VERIFIED FIRST

FLOOR ELEVATION = 1135.60. ALL

DRAWINGS, HOWEVER, ARE SHOWN

AT 1136.00 AND SHALL BE USED FOR

CONSTRUCTION PURPOSES.

BUILDING #01

TEMPORARY CONSTRUCTION

FENCE AND LIMITS OF

CONTRACTOR ACCESS (SEE

DETAIL SHEET L3)

3'

UGUNKUTIL

3'

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

2'

8" PVC

2'

UGUNKUTIL

8" PVC

I

N

L

E

T

T

I

N

BUILDING #01

5.2500

5.0000

E

X

S

D

E

W

A

L

K

Project TitleDrawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E

DELLC

JOB No.

2 3 4

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

WHITMAN, REQUARDT & ASSOCIATES,

LLP

CIVIL ENGINEERING

801 South Caroline Street

Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

ARCHITECTURE

PLANNING

ENGINEERING

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

01/15/2019

503-314

EXPAND FOR SPECIALTY

CLINIC ADDITION

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLED

LEGEND

EXISTING PROPOSEDDESCRIPTION

BUILDING

TREE

INLET

SANITARY

MANHOLE

LIGHT POLE

CONCRETE

SIDEWALK

STORM DRAIN

MANHOLE

SANITARY SEWER

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST VETERAN'S ADMINISTRATION SPECIFICATIONS AND DETAILS.

2. NOTIFY OWNER FORTY EIGHT (48) HOURS PRIOR TO COMMENCING WORK.

3. EXISTING SITE AND UTILITY FEATURES, INCLUDING HORIZONTAL AND VERTICAL LOCATIONS, ARE BASED ON PREVIOUS DESIGN PLANS FROM PROJECT NO. 503-308

AND WERE NOT FIELD LOCATED. THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING EXISTING FEATURES TO HIS OWN SATISFACTION PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL REPORT ANY

DISCREPANCIES TO THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A THIRD PARTY LOCATOR TO VERIFY EXISTING UTILITIES.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES, ALL PIPELINE OWNERS, OR OTHER PARTIES AFFECTED WITHIN THE

CONSTRUCTION AREA AT LEAST 48 HOURS PRIOR TO COMMENCING WORK.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. EXISTING UTILITIES WHICH ARE NOT TO BE REMOVED OR ABANDONED SHALL

REMAIN OPERATIONAL AT ALL TIMES.

6. SHOULD EXISTING CONDITIONS IN THE FIELD NECESSITATE CONSTRUCTION METHODS OR MEANS OTHER THAN THOSE SHOWN OR SPECIFIED ON THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO OBTAIN APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.

7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE UTILIZED, IN ACCORDANCE WITH THE LATEST EDITION OF THE PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL.

8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE. ANY DAMAGED DEVICES SHALL BE

REPAIRED OR REPLACED AT THE END OF EACH WORK DAY BEFORE LEAVING THE SITE.

9. ALL DISTURBED AREAS SHALL BE RESTORED TO THE ORIGINAL CONDITION OR BETTER.

10. THE CONTRACTOR SHALL FOLLOW SAME-DAY STABILIZATION PRACTICES FOR ALL UTILITY INSTALLATION. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN, AND THEN STABILIZED IN A WORK DAY SHALL BE PERFORMED. IF STABILIZATION DOES NOT OCCUR AT THE END OF THE WORK DAY, THEN

APPROPRIATE EROSION CONTROLS, SEDIMENT CONTROLS, AND SAFETY CONTROLS SHALL BE INSTALLED.

11. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. PONDING OF WATER SHALL NOT BE PERMITTED.

12. ANY DAMAGE OUTSIDE OF THE LIMITS OF DISTURBANCE INCLUDING THE CONSTRUCTION ACCESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. METAL

PLATES MAY BE UTILIZED TO PROTECT EXISTING FEATURES.

13. SURROUNDING FACILITIES ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. ALL WORK SHALL BE CONDUCTED SO AS TO MINIMIZE DISRUPTION TO THOSE

FACILITIES.

14. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES. PEDESTRIAN THRUWAY TRAFFIC AND ACCESS TO ALL BUILDINGS IS TO BE MAINTAINED AT ALL TIMES.

THE CONTRACTOR SHALL PROVIDE THE APPROPRIATE PROTECTIONS INCLUDING PEDESTRIAN SAFETY AND DIRECTIONAL SIGNS DURING ALL PHASES OF

DEMOLITION AND CONSTRUCTION. PLAN MUST BE APPROVED BY COR BEFORE CONSTRUCTION.

15. SURFACED STREETS AND PARKING AREAS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. ADEQUATE MEANS SHALL BE

PROVIDED TO CLEAN TRUCKS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT SHALL BE STORED WITHIN THE CONTRACTOR'S STAGING AREA.

16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND RECYCLE WHERE POSSIBLE OR LEGALLY DISPOSE OF ANY AND ALL

DEMOLISHED/DELETERIOUS MATERIALS.

17. EXISTING CONCRETE SIDEWALK SHALL BE SAWCUT PRIOR TO REMOVAL. ALL SAWCUTS SHALL BE STRAIGHT, EVEN CUTS. JAGGED EDGES SHALL NOT BE

PERMITTED.

18. NUMERICALLY WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

19. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS.

20. THE CONTRACTOR SHALL MAINTAIN 2.0 FEET MINIMUM COVER OVER ALL UTILITIES DURING CONSTRUCTION.

21. UNLESS OTHERWISE NOTED, ALL FRAMES AND COVERS ARE TO BE SET TO FINISHED GRADE.

22. PRIOR TO CONNECTING TO ANY EXISTING PIPE, THE CONTRACTOR SHALL VERIFY THE TYPE OF PIPE, JOINT TYPE, AND HORIZONTAL AND VERTICAL LOCATIONS HE

IS TO CONNECT TO AT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL PROVIDE THE REQUIRED ADAPTERS, SLEEVES, AND/OR COUPLINGS NECESSARY TO

CONNECT TO THE EXISTING PIPE.

23. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER. OPEN ENDS OF

PIPES SHALL BE FITTED WITH WATERTIGHT STOPPERS TO PREVENT ENTRANCE OF FOREIGN MATTER WHEN PIPE-LAYING OPERATIONS ARE INTERRUPTED.

24. IT IS DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK THAT WOULD NORMALLY BE REQUIRED TO COMPLETE THIS PROJECT SHALL

NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.

25. CONTRACTOR SHALL PROVIDE THIRD PARTY UTILITY LOCATOR TO TEST PIT AND VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTURCTION. IMMEDIATELY

NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPENCIES.

26. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER.

27. ANY CRANE LIFT TO BE COMPLETED OFF HOURS AND COORDINATED WITH COR.

28. ALL AREAS OUTSIDE OF THE LOD AND CONTRACTOR ACCESS/STAGING AREAS WILL NOT BE MADE AVAILABLE FOR CONTRACTOR USE UNLESS OTHERWISE

APPROVED BY THE COR. SIDEWALKS OUTSIDE THE LOD AND CONTRACTOR ACCESS/STAGING AREA WILL REMAIN IN OPERATION DURING CONSTRUCTION.

29. THE FOLLOWING PLANS MUST BE REVIEWED AND APPROVED THE COR PRIOR TO CONSTRUCTION, REFER TO THE GENERAL CONDITIONS:

A. CONSTRUCTION VEHICLE AND CRANE ACCESS PLAN

B. UTILITY PROTECTION PLAN

C. CONCRETE WASH BOX LOCATION AND METHOD PLAN

D. CONSTRUCTION FENCING AND PEDESTRIAN ACCESS/SIGNAGE PLAN

30. CONTRACTOR TO KEEP CONSTRUCTION AREA LOCKED AT ALL TIMES. FENCE AREAS ENCOMPASSING CONSTRUCTION AREA SHALL BE PROVIDED WITH A MEANS OF

ENTRY AND SECURED BY A LOCK. ALL LOCKS KEYED ALIKE WITH (2) TWO COPIES OF KEY PROVIDED TO THE COR. OR ALL LOCKS PROVIDED WITH SAME

COMBINATION.

31. THE CONTRACTOR IS RESPONSIBLE TO REPAIR/REPLACE AND AND ALL EXISTING FEATURES (INCLUDING BUT NOT LIMITED TO CONCRETE, ASPHALT, CURB AND

GUTTER, AND PAVEMENT MARKINGS) DAMAGED DURING CONSTRUCTION TO THE PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE COR.

SIDEWALK

DEMOLITION

LIMIT OF DISTURBANCE

STORM DRAIN

WATER LINE

ELECTRIC LINE

FIBER OPTIC LINE

ELECTRICAL DUCTBANK

REMOVE EXISTING

SIDEWALK

REMOVE EXISTING

LANDSCAPING

REMOVE

EXISTING DOOR

ACCESS BUTTON AND

ASSOCIATED

EQUIPMENT

PLAN NORTH

TRUE NORTH

EXISTING CONDITIONS/

DEMOLITION PLAN

THIS PROJECT IS UNDER 5,000SF OF DISTURBANCE AND DOES NOT REQUIRE A STORMWATER

MANAGEMENT PERMIT BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION . THE

CONTRACTOR IS TO MAINTAIN THESE A LIMITS AND NOTIFY THE ENGINEER OF RECORD SHOULD ANY

DISTURBANCE OUTSIDE THE SHOWN LIMITS BECOME NECESSARY DUE TO UNFORESEEN CONDITIONS.

TEMPORARY CONSTRUCTION FENCE

AND LIMITS OF CONTRACTOR ACCESS

PHASE 1 - SEE

PHASING PLAN

ADDITIONAL

CONTRACTOR

ACCESS/STAGING

AREA

FIRST FLOOR

EL. 1135.60

3'

HEDGE

3'

HB

HEDGE

1134.11

WALL

2'

4'

HEDGE

4'

HEDGE

2'

5'

HEDGE

1127.33

WALL

EMH(1274)

TOP:1127.26

E

6'

1126.39

WALL

3"

5'

WALL

SWL

3"

2'

2"

CEDAR

2'

2"

CEDAR

4'

2"

CEDAR

3'

T

1127.30

C

O

L

L

P

V

C

I

N

V

P

V

C

P

V

C

P

V C

P

SSMH

TOP=1134.06

b a c

SSMH

TOP=1134.01

METAL FENCE

SMOKE SHELTER

L

C

P

P

C

P

P

D

R

R

I

C

P

P

I

N

L

E

T

T

I

N

**NOTE**

FIRST FLOOR ELEVATION FOR

INFORMATIONAL PURPOSES ONLY.

THE SURVEYED AND VERIFIED FIRST

FLOOR ELEVATION = 1135.60. ALL

DRAWINGS, HOWEVER, ARE SHOWN

AT 1136.00 AND SHALL BE USED FOR

CONSTRUCTION PURPOSES.

BUILDING #01

TEMPORARY CONSTRUCTION

FENCE AND LIMITS OF

CONTRACTOR ACCESS (SEE

DETAIL SHEET L3)

3'

UGUNKUTIL

3'

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

2'

8" PVC

2'

UGUNKUTIL

8" PVC

I

N

L

E

T

T

I

N

BUILDING #01

Project TitleDrawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E

DELLC

JOB No.

2 3 4

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

WHITMAN, REQUARDT & ASSOCIATES,

LLP

CIVIL ENGINEERING

801 South Caroline Street

Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

ARCHITECTURE

PLANNING

ENGINEERING

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

11/22/2017

503-314

EXPAND FOR SPECIALTY

CLINIC ADDITION

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLED

LEGEND

EXISTING PROPOSEDDESCRIPTION

BUILDING

TREE

INLET

SANITARY

MANHOLE

LIGHT POLE

CONCRETE

SIDEWALK

STORM DRAIN

MANHOLE

SANITARY SEWER

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST VETERAN'S ADMINISTRATION SPECIFICATIONS AND DETAILS.

2. NOTIFY OWNER FORTY EIGHT (48) HOURS PRIOR TO COMMENCING WORK.

3. EXISTING SITE AND UTILITY FEATURES, INCLUDING HORIZONTAL AND VERTICAL LOCATIONS, ARE BASED ON PREVIOUS DESIGN PLANS FROM PROJECT NO. 503-308

AND WERE NOT FIELD LOCATED. THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING EXISTING FEATURES TO HIS OWN SATISFACTION PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL REPORT ANY

DISCREPANCIES TO THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A THIRD PARTY LOCATOR TO VERIFY EXISTING UTILITIES.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES, ALL PIPELINE OWNERS, OR OTHER PARTIES AFFECTED WITHIN THE

CONSTRUCTION AREA AT LEAST 48 HOURS PRIOR TO COMMENCING WORK.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. EXISTING UTILITIES WHICH ARE NOT TO BE REMOVED OR ABANDONED SHALL

REMAIN OPERATIONAL AT ALL TIMES.

6. SHOULD EXISTING CONDITIONS IN THE FIELD NECESSITATE CONSTRUCTION METHODS OR MEANS OTHER THAN THOSE SHOWN OR SPECIFIED ON THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO OBTAIN APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.

7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE UTILIZED, IN ACCORDANCE WITH THE LATEST EDITION OF THE PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL.

8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE. ANY DAMAGED DEVICES SHALL BE

REPAIRED OR REPLACED AT THE END OF EACH WORK DAY BEFORE LEAVING THE SITE.

9. ALL DISTURBED AREAS SHALL BE RESTORED TO THE ORIGINAL CONDITION OR BETTER.

10. THE CONTRACTOR SHALL FOLLOW SAME-DAY STABILIZATION PRACTICES FOR ALL UTILITY INSTALLATION. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN, AND THEN STABILIZED IN A WORK DAY SHALL BE PERFORMED. IF STABILIZATION DOES NOT OCCUR AT THE END OF THE WORK DAY, THEN

APPROPRIATE EROSION CONTROLS, SEDIMENT CONTROLS, AND SAFETY CONTROLS SHALL BE INSTALLED.

11. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. PONDING OF WATER SHALL NOT BE PERMITTED.

12. ANY DAMAGE OUTSIDE OF THE LIMITS OF DISTURBANCE INCLUDING THE CONSTRUCTION ACCESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. METAL

PLATES MAY BE UTILIZED TO PROTECT EXISTING FEATURES.

13. SURROUNDING FACILITIES ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. ALL WORK SHALL BE CONDUCTED SO AS TO MINIMIZE DISRUPTION TO THOSE

FACILITIES.

14. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES. PEDESTRIAN THRUWAY TRAFFIC AND ACCESS TO ALL BUILDINGS IS TO BE MAINTAINED AT ALL TIMES.

THE CONTRACTOR SHALL PROVIDE THE APPROPRIATE PROTECTIONS INCLUDING PEDESTRIAN SAFETY AND DIRECTIONAL SIGNS DURING ALL PHASES OF

DEMOLITION AND CONSTRUCTION. PLAN MUST BE APPROVED BY COR BEFORE CONSTRUCTION.

15. SURFACED STREETS AND PARKING AREAS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. ADEQUATE MEANS SHALL BE

PROVIDED TO CLEAN TRUCKS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT SHALL BE STORED WITHIN THE CONTRACTOR'S STAGING AREA.

16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND RECYCLE WHERE POSSIBLE OR LEGALLY DISPOSE OF ANY AND ALL

DEMOLISHED/DELETERIOUS MATERIALS.

17. EXISTING CONCRETE SIDEWALK SHALL BE SAWCUT PRIOR TO REMOVAL. ALL SAWCUTS SHALL BE STRAIGHT, EVEN CUTS. JAGGED EDGES SHALL NOT BE

PERMITTED.

18. NUMERICALLY WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

19. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS.

20. THE CONTRACTOR SHALL MAINTAIN 2.0 FEET MINIMUM COVER OVER ALL UTILITIES DURING CONSTRUCTION.

21. UNLESS OTHERWISE NOTED, ALL FRAMES AND COVERS ARE TO BE SET TO FINISHED GRADE.

22. PRIOR TO CONNECTING TO ANY EXISTING PIPE, THE CONTRACTOR SHALL VERIFY THE TYPE OF PIPE, JOINT TYPE, AND HORIZONTAL AND VERTICAL LOCATIONS HE

IS TO CONNECT TO AT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL PROVIDE THE REQUIRED ADAPTERS, SLEEVES, AND/OR COUPLINGS NECESSARY TO

CONNECT TO THE EXISTING PIPE.

23. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER. OPEN ENDS OF

PIPES SHALL BE FITTED WITH WATERTIGHT STOPPERS TO PREVENT ENTRANCE OF FOREIGN MATTER WHEN PIPE-LAYING OPERATIONS ARE INTERRUPTED.

24. IT IS DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK THAT WOULD NORMALLY BE REQUIRED TO COMPLETE THIS PROJECT SHALL

NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.

25. CONTRACTOR SHALL PROVIDE THIRD PARTY UTILITY LOCATOR TO TEST PIT AND VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTURCTION. IMMEDIATELY

NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPENCIES.

26. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER.

27. ANY CRANE LIFT TO BE COMPLETED OFF HOURS AND COORDINATED WITH COR.

28. ALL AREAS OUTSIDE OF THE LOD AND CONTRACTOR ACCESS/STAGING AREAS WILL NOT BE MADE AVAILABLE FOR CONTRACTOR USE UNLESS OTHERWISE

APPROVED BY THE COR. SIDEWALKS OUTSIDE THE LOD AND CONTRACTOR ACCESS/STAGING AREA WILL REMAIN IN OPERATION DURING CONSTRUCTION.

29. THE FOLLOWING PLANS MUST BE REVIEWED AND APPROVED THE COR PRIOR TO CONSTRUCTION, REFER TO THE GENERAL CONDITIONS:

A. CONSTRUCTION VEHICLE AND CRANE ACCESS PLAN

B. UTILITY PROTECTION PLAN

C. CONCRETE WASH BOX LOCATION AND METHOD PLAN

D. CONSTRUCTION FENCING AND PEDESTRIAN ACCESS/SIGNAGE PLAN

30. CONTRACTOR TO KEEP CONSTRUCTION AREA LOCKED AT ALL TIMES. FENCE AREAS ENCOMPASSING CONSTRUCTION AREA SHALL BE PROVIDED WITH A MEANS OF

ENTRY AND SECURED BY A LOCK. ALL LOCKS KEYED ALIKE WITH (2) TWO COPIES OF KEY PROVIDED TO THE COR. OR ALL LOCKS PROVIDED WITH SAME

COMBINATION.

31. THE CONTRACTOR IS RESPONSIBLE TO REPAIR/REPLACE AND AND ALL EXISTING FEATURES (INCLUDING BUT NOT LIMITED TO CONCRETE, ASPHALT, CURB AND

GUTTER, AND PAVEMENT MARKINGS) DAMAGED DURING CONSTRUCTION TO THE PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE COR.

SIDEWALK

DEMOLITION

LIMIT OF DISTURBANCE

STORM DRAIN

WATER LINE

ELECTRIC LINE

FIBER OPTIC LINE

ELECTRICAL DUCTBANK

REMOVE EXISTING

SIDEWALK

REMOVE EXISTING

LANDSCAPING

REMOVE

EXISTING DOOR

ACCESS BUTTON AND

ASSOCIATED

EQUIPMENT

PLAN NORTH

TRUE NORTH

EXISTING CONDITIONS/

DEMOLITION PLAN

THIS PROJECT IS UNDER 5,000SF OF DISTURBANCE AND DOES NOT REQUIRE A STORMWATER

MANAGEMENT PERMIT BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION . THE

CONTRACTOR IS TO MAINTAIN THESE A LIMITS AND NOTIFY THE ENGINEER OF RECORD SHOULD ANY

DISTURBANCE OUTSIDE THE SHOWN LIMITS BECOME NECESSARY DUE TO UNFORESEEN CONDITIONS.

TEMPORARY CONSTRUCTION FENCE

AND LIMITS OF CONTRACTOR ACCESS

PHASE 1 - SEE

PHASING PLAN

ADDITIONAL

CONTRACTOR

ACCESS/STAGING

AREA

V

C

T

V

C

T

V

C

T

V

C

T

V

C

T

V

C

T

V

F

O

F

O

F

O

F

O

FIRST FLOOR

EL. 1135.60

W

W

W

HB

EMH(1274)

TOP:1127.26

E

T

P

V

C

I

N

V

P

V

C

P

V

C

P

V C

P

SSMH

TOP=1134.06

b a c

SSMH

TOP=1134.01

METAL FENCE

SMOKE SHELTER

BUILDING #01

TEMPORARY CONSTRUCTION FENCE AND

LIMITS OF CONTRACTOR ACCESS (SEE

DETAIL SHEET L3)

APPROXIMATE LOCATION FOR

CONTRACTOR'S CONCRETE WASH BOX,

CONFIRM LOCATION AND METHODS WITH

COR PRIOR TO CONSTRUCTION

1135.60

1135.60

1135.55

1135.55

1135.51

1135.46

EX INLET

TOP 1134.82

INV OUT 1131.82

10'-8" WALKWAY

SEE ARCHITECTURAL DWGS

6" HDPE

STORMDRAIN

INV. 1131.92

6" HDPE

STORMDRAIN

REFER TO PLUMBING DWGS

FOR DOWNSPOUT DETAIL

DOOR ACCESS PEDESTAL

(SEE ELECTRICAL DWGS)

ADJUST CONSTRUCTION FENCE

AS NEEDED TO CONSTRUCT

PROPOSED SIDEWALK.

L-3

6' WIDE CONCRETE

SIDEWALK

L-3

5' WIDE CONCRETE

SIDEWALK

Project TitleDrawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E

DELLC

JOB No.

2 3 4

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

WHITMAN, REQUARDT & ASSOCIATES,

LLP

CIVIL ENGINEERING

801 South Caroline Street

Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR ASSOCIATES

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

160702D

ARCHITECTURE

PLANNING

ENGINEERING

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

01/15/2019

503-314

EXPAND FOR SPECIALTY

CLINIC ADDITION

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLED

10' 20'

SCALE: 1" = 10'

5'

PLAN NORTH

TRUE NORTH

LEGEND

EXISTING PROPOSED DESCRIPTION

BUILDING

TREE

INLET

SANITARY MANHOLE

LIGHT POLE

CONCRETE SIDEWALK

s

STORM DRAIN MANHOLE

S S S S

D D

SANITARY SEWER

SIDEWALK DEMOLITION

LIMITS OF CONSTRUCTION ACCESS

LOD

LIMIT OF DISTURBANCE

STORM DRAIN

D D

WATER LINE

W W

ELECTRIC LINE

E E

FIBER OPTIC LINE

FO

ELECTRICAL DUCTBANK

STORM DRAIN

X

TEMPORARY CONSTRUCTION FENCE AND

LIMITS OF CONTRACTOR ACCESS

PHASE 1 - SEE PHASING

PLAN

1135.60

PROPOSED SPOT ELEVATION

FIRST FLOOR

EL. 1135.60

3'

HEDGE

3'

HB

HEDGE

1134.11

WALL

2'

4'

HEDGE

4'

HEDGE

2'

5'

HEDGE

1127.33

WALL

EMH(1274)

TOP:1127.26

E

6'

1126.39

WALL

3"

5'

WALL

SWL

3"

2'

2"

CEDAR

2'

2"

CEDAR

4'

2"

CEDAR

3'

T

1127.30

C

O

L

L

P

V

C

I

N

V

P

V

C

P

V

C

P

V C

P

SSMH

TOP=1134.06

b a c

SSMH

TOP=1134.01

METAL FENCE

SMOKE SHELTER

C

P

P

C

P

P

R

R

I

C

P

P

I

N

L

E

T

T

I

N

**NOTE**

FIRST FLOOR ELEVATION FOR

INFORMATIONAL PURPOSES ONLY.

THE SURVEYED AND VERIFIED FIRST

FLOOR ELEVATION = 1135.60. ALL

DRAWINGS, HOWEVER, ARE SHOWN

AT 1136.00 AND SHALL BE USED FOR

CONSTRUCTION PURPOSES.

BUILDING #01

TEMPORARY CONSTRUCTION

FENCE AND LIMITS OF

CONTRACTOR ACCESS (SEE

DETAIL SHEET L3)

3'

UGUNKUTIL

3'

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

UGUNKUTIL

2'

8" PVC

2'

UGUNKUTIL

8" PVC

I

N

L

E

T

T

I

N

BUILDING #01

Project TitleDrawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E

DELLC

JOB No.

2 3 4

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL CONSULTING

ENGINEERING

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 500

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

KEY PLAN

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

WHITMAN, REQUARDT &…