Att 7 - S02_Drawings_2.pdf

FIRE STOPPING GENERAL NOTES

THROUGH - PENETRATION FIRESTOP SYSTEMS

1. PENETRATION DETAILS WILL BE ACCEPTED PROVIDED THEY ARE LISTED IN THE UNDERWRITERS LABORATORIES BUILDING MATERIALS DIRECTORY UNDER "THROUGH-PENETRATION FIRE STOP SYSTEM (DEVICES)

2. THE ABOVE U.L. DESIGN NUMBERS ARE PROVIDED FOR REFERENCE OF SYSTEMS DETAILS WHICH ARE

ACCEPTABLE.

3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL WHICH SHOW CONFORMANCE TO THE UL LISTING TO THE ARCHITECT FOR REVIEW. THE

DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED.

4. FIRE RATED SLAB / WALL PENETRATION PROTECTION SYSTEMS SHALL BE AS MANUFACTURED BY USG

THERMAFIBER,\DOW-CORNING OR 3M COMPANY, HITIL

REFERENCE NOTES: THROUGH - PENETRATION FIRESTOP SYSTEMS

1. MOLD RESISTANCE: PROVIDE PENETRATION FIRESTOPPING WITH MOLD AND MILDEW RESISTANCE RATING OF

ONE (1) OR LESS AS TESTED PER ASTM G21.

2. FIRESTOPPPING DETAILS ILLUSTRATED ARE BASED ON ANTICIPATED CONDITIONS AND PENETRANTS BUT MAY NOT COVER ALL CONDITIONS AND PENETRANTS THAT WILL BE REQUIRED. CONTRACTORS SHALL PROVIDE FIRESTOPPING AS REQUIRED BY CODE FOR ALL RATED WALL, FLOOR/CEILING CONDITIONS, JOINTS AND

PENETRATIONS, WHETHER OR NOT INDICATED ON DRAWINGS.

3. THE WORK IS TO BE INSTALLED BY A CONTRACTOR WITH AT LEAST ONE OF THE FOLLOWING QUALIFICATIONS: FM 4991 APPROVED CONTRACTOR OR UL APPROVED CONTRACTOR OR HILTI ACCREDITED FIRE STOP SPECIALTY

CONTRACTOR

4. PRE-INSTALLED FIRESTOP DEVICES FOR USE WITH NONCOMBUSTIBLE AND COMBUSTIBLE PIPES (CLOSED AND OPEN SYSTEMS), CONDUIT, AND/OR CABLE BUNDLES PENETRATING CONCRETE FLOORS AND/OR GYPSUM WALLS, THE FOLLOWING PRODUCTS ARE ACCEPTABLE: A. HILTI FIRESTOP DROP-IN DEVICE (CFS-DID) FOR USE WITH NONCOMBUSTIBLE AND COMBUSTIBLE PENETRANTS. B. HILTI FIRESTOP SPEED SLEEVE (CP 653) FOR USE

WITH CABLE PENETRATIONS.

5. PRE-FORMED FIRESTOP TRACK DESIGNED TO BE A VERSATILE, ONCE AND DONE SOLUTION FOR FIRE RATED ASSEMBLIES ON FLAT CONCRETE/ HOLLOW CORE PLANK CONSTRUCTION. FOLLOWING PRODUCT IS ACCEPTABLE:

HILTI CFS-TTS FIRESTOP TOP TRACK SEAL.

6. FOR THOSE FIRESTOP APPLICATIONS THAT EXIST FOR WHICH NO QUALIFIED TESTED SYSTEM IS AVAILABLE THROUGH A MANUFACTURER, AN ENGINEERING JUDGMENT DERIVED FROM SIMILAR QUALIFIED TESTED SYSTEM DESIGNS OR OTHER TESTS WILL BE SUBMITTED TO LOCAL AUTHORITIES HAVING JURISDICTION FOR THEIR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ENGINEERING JUDGMENT DOCUMENTS MUST FOLLOW REQUIREMENTS SET FORTH BY THE INTERNATIONAL FIRESTOP COUNCIL. CONTACT HILTI FOR ENGINEERING

JUDGMENTS AND SUPPORT AT 410.707.9527

7. MANUFACTURER’S FIELD SERVICES: A MANUFACTURER'S DIRECT REPRESENTATIVE (NOT DISTRIBUTOR OR AGENT) TO BE ON-SITE DURING INITIAL INSTALLATION OF FIRESTOP SYSTEMS TO TRAIN APPROPRIATE CONTRACTOR PERSONNEL IN PROPER SELECTION AND INSTALLATION PROCEDURES. THIS WILL BE DONE PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PUBLISHED IN THEIR LITERATURE AND DRAWING DETAILS.

DURING INSTALLATION, PROVIDE PERIODIC VISUAL OBSERVATIONS TO ASSURE PROPER

INSTALLATION/APPLICATION. CONTACT HILTI FOR SUPPORT AT 410.707.9527

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

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 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 r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

/9

/2

:0

:2

P M

GI102

UL DESIGN CRITERIA CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

Revisions: Date:

DN

DN

LIFE SAFETY LEGEND

DN

DN

OCCUPANT LOAD LEGEND LIFE SAFETY GENERAL NOTES

FIRST FLOOR EXIT CAPACITY SUMMARY

RESIDENT

CORRIDOR

CORRIDOR

RESIDENT RM

RESIDENT RM

RESIDENT RM

RESIDENT TLT

104A

GUEST /

BARIATRIC

RESIDENT RM

GUEST/

BARIATRIC

RESIDENT TLT

100A

RESIDENT TLT

101A RESIDENT RM

RESIDENT RM

RESIDENT TLT

103A

RESIDENT TLT

102A

RESIDENT TLT

105A

RESIDENT TLT

106A

RESIDENT TLT

107A

RESIDENT TLT

108A

RESIDENT RM

RESIDENT RM

RESIDENT TLT

109A

RESPIRATORY

MED GAS

BARIATRIC

RESIDENT RM

BARIATRIC

RESIDENT TLT

RM

113A

RESIDENT TLT

112A

RESIDENT RM

RESIDENT RM

RESIDENT RM

RESIDENT TLT

110A

LIVING ROOM

119 MEDS

122A

VESTIBULE

CONSULT

TOILET

132A

STAFF TLT

STAFF LOUNGE

ELECTRICAL

RESIDENT

LAUNDRY

SOILED HOLD

CLEAN SUPPLY

TOUCHDOWN

KITCHEN

IT

MECHANICAL &

PLUMBING

GARAGE

KEEPING

ROOM

STORAGE

138A

SOILED/

RECYCLE/

WASTE PICKUP

MULTI

PURPOSE

RESIDENT RM

SPA TLT

123A

SOILED

UTILITY

TEAM STATION

STORAGE

DINING

PANTRY

96 SF

STORAGE

117A

122 SF

W.C. STORAGE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 355

5' - 11"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 480

128A

8' - 0"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 360

6' - 0"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 355

165A

5' - 11"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 235

3' - 11"

CORRIDOR

AREA OF REFUGE REQUIREMENT: 420 SF (30SF X14 BEDS)

AREA OF REFUGE REQUIREMENT: 420 SF (30SF X7

BEDS+RESIDENT ROOMS) CORRIDOR EXCEEDS REQUIREMENT

AREA OF REFUGE REQUIREMENT: 420 SF (30SF/BED)

TOTAL CORRIDOR AREA: 752 SF

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 235

3' - 11"

EMERGENCY

ELECTRICAL

LOW VOLT

EVS

EAST MECH

ACCESS

WEST MECH

ACCESS

CONCIERGE

TOILET

RESIDENT RM

CORRIDOR

SPA

RESIDENT

CORRIDOR

OUTDOOR

PATIO

OUTDOOR

PATIO

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 355

165C

5' - 11"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 355

165B

5' - 11"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 295

4' - 11"

EXIT DOOR NO.

CLEAR WIDTH

CAPACITY 295

4' - 11"

FEC

FEC

FEC

FEC

FUTURE SMOKE

COMPARTMENT

EXIT ACCESS CORRIDORS

NOTE:

RATED PARTITIONS AND SMOKE BARRIERS SHOWN ON THE EGRESS PLAN ARE A

COMBINATION OF NEW AND EXISTING CONSTRUCTION.

SEE DRAWINGS A*** AND A*** FOR REQUIREMENTS OF NEW CONSTRUCTION AND

VERIFICATION OF EXISTING.

EXIT DISCHARGE EXIT / HORIZONTAL EXIT

EDT

ETD - TRAVEL DISTANCE TO AN EXIT

SMOKE COMPARTMENT DESIGNATIONA

EXIT LIGHT FIXTURES WITH DIRECTIONAL CHEVRONS

EXIT LIGHT WITHOUT

CHEVRON

1 HOUR FIRE RATED SMOKE BARRIER

EXIT ACCESS STAIRWAY

CPT

1 HOUR FIRE RATED BARRIER

NON RATED SMOKE SEPARATION

2 HOUR FIRE RATED BARRIER

509 SF

ASSEMBLY UNCONCENTRATED

1,246 SF

INPATIENT SLEEPING

1,860 SF

INPATIENT SLEEPING

1,255 SF

INPATIENT SLEEPING

1,900 SF

INPATIENT SLEEPING

275 SF

MECHANICAL/STORAGE

528 SF

KITCHEN

712 SF

ASSEMBLY UNCONCENTRATED

483 SF

ASSEMBLY UNCONCENTRATED

2,184 SF

MECHANICAL/STORAGE

99 SF

MECHANICAL/STORAGE

139 SF

MECHANICAL/STORAGE

5,341 SF

INPATIENT SLEEPING

296 SF

MECHANICAL/STORAGE

69 SF

MECHANICAL/STORAGE

32 SF

MECHANICAL/STORAGE

35 SF

MECHANICAL/STORAGE

RESIDENT

CORRIDOR

CORRIDOR

RESIDENT

RM

RESIDENT

RM

RESIDENT

RM

RESIDENT

TLT

104A

GUEST /

BARIATRIC

RESIDENT

RM

GUEST/

BARIATRIC

RESIDENT

TLT

100A

RESIDENT

TLT

101A

RESIDENT

RM

RESIDENT

RM

RESIDENT

TLT

103A

RESIDENT

TLT

102A

RESIDENT

TLT

105A

RESIDENT

TLT

106A

RESIDENT

TLT

107A

RESIDENT

TLT

108A

RESIDENT

RM

RESIDENT

RM

RESIDENT

TLT

109A

RESPIRATORY

MED GAS

BARIATRIC

RESIDENT

RM

BARIATRIC

RESIDENT

TLT RM

113A

RESIDENT

TLT

112A

RESIDENT

RM

RESIDENT

RM

RESIDENT

RM

RESIDENT

TLT

110A

LIVING

ROOM

MEDS

122A

VESTIBULE

CONSULT

TOILET

132A

STAFF TLT

STAFF

LOUNGE

ELECTRICAL

RESIDENT

LAUNDRY

SOILED

HOLD

142 CLEAN

SUPPLY

TOUCHDOWN

KITCHEN

IT

MECHANICAL

PLUMBING

GARAGE

KEEPING

ROOM

STORAGE

138A

SOILED/

RECYCLE/

WASTE

PICKUP

MULTI

PURPOSE

RESIDENT

RM

SPA TLT

123A

SOILED

UTILITY

TEAM

STATION

STORAGE

DINING

PANTRY

STORAGE

117A

W.C.

STORAGE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CONCIERGE

TOILET

CORRIDOR

RESIDENT

RM

CORRIDOR

EVS

WEST MECH

ACCESS

EAST MECH

ACCESS

LOW VOLT

EMERGENCY

ELECTRICAL

168 SF

ASSEMBLY UNCONCENTRATED

837 SF

BUSINESS

A

B

C

ASSEMBLY UNCONCENTRATED (15 NET SQ.FT. / OCCUPANT)

BUSINESS (100 GROSS SQ.FT. / OCCUPANT)

INPATIENT SLEEPING (120 GROSS SQ.FT. / OCCUPANT)

INPATIENT TREATMENT (240 GROSS SQ.FT. / OCCUPANT)

STORAGE, MECHANICAL (300 GROSS SQ.FT. / OCCUPANT)

KITCHEN (200 GROSS SQ.FT. / OCCUPANT)

OCCUPANT LOAD TAG

FUNCTION OF SPACE

OCCUPANTS

OCCUPANT LOAD FACTOR

BUSINESS

428 SF FLOOR AREA

UNOCCUPIED STORY/ MECHANICAL (300 GROSS SQ.FT. /

OCCUPANT

1. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS

SOLELY TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT (AS

INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT,

AND THE ENGINEERS. THE CONTRACTOR SHALL USE THE CONSTRUCTION

DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE

REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON

DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE

SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS

PREPARED BY THE ARCHITECT, AND THE ENGINEERS

3. FOR OCCUPANCY LEGEND AND LIFE SAFETY LEGEND REFER TO SHEET GI120.

TOTAL DISCHARGE CAPACITY 3,320

TOTAL OCCUPANT LOAD 259 < 3,320

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

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 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 r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:0

:3

P M

GI110

FIRST FLOOR LIFE SAFETY & OCCUPANT

LOAD PLAN

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/16" = 1'-0" F1

FIRST FLOOR LIFE SAFETY PLAN

1/16" = 1'-0"

F5

FIRST FLOOR OCCUPANT LOAD PLAN

ETD-1-3 105' - 11 3/8"

1/32" = 1'-0" C5

FIRST FLOOR SMOKE COMPARTMENTATION DIAGRAM

OCCUPANT LOAD SCHEDULE

FLOOR FIRE AREA SMOKE COMPARTMENT FUNCTION OF SPACE AREA OCCUPANT LOAD FACTOR OCCUPANTS

Not Placed MECHANICAL/STORAGE Not Placed 300

FIRST FLOOR ASSEMBLY UNCONCENTRATED 509 SF 15 34

FIRST FLOOR ASSEMBLY UNCONCENTRATED 712 SF 15 48

FIRST FLOOR ASSEMBLY UNCONCENTRATED 483 SF 15 33

FIRST FLOOR ASSEMBLY UNCONCENTRATED 168 SF 15 12

FIRST FLOOR BUSINESS 837 SF 150 6

FIRST FLOOR INPATIENT SLEEPING 1,246 SF 120 11

FIRST FLOOR INPATIENT SLEEPING 1,860 SF 120 16

FIRST FLOOR INPATIENT SLEEPING 1,255 SF 120 11

FIRST FLOOR INPATIENT SLEEPING 1,900 SF 120 16

FIRST FLOOR INPATIENT SLEEPING 5,341 SF 120 45

FIRST FLOOR KITCHEN 528 SF 200 3

FIRST FLOOR MECHANICAL/STORAGE 275 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 2,184 SF 300 8

FIRST FLOOR MECHANICAL/STORAGE 99 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 139 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 296 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 69 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 35 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 32 SF 300 1

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 804 SF 300 3

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 730 SF 300 3

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 645 SF 300 3

Grand total 259

EXIT DISCHARGE CAPACITY

EXIT DOOR NUMBER COMPONENT CAPACITY

120 235

128A 480

130 360

147 235

160 355

163 295

164 295

165A 355

165B 355

165C 355

TOTAL EXIT DISCHARGE CAPACITY 3320

ETD-1-1 84' - 4 3/8"

CPT-2-3 48' - 5"

CPT-2-1 49' - 8" CONT.

CPT-2-2 48' - 4" CONT.

DET-1-1 18' - 8"

LIFE SAFETY GENERAL NOTESLIFE SAFETY LEGENDOCCUPANT LOAD LEGEND

SECOND FLOOR VERTICAL EXIT CAPACITY

SUMMARY

804 SF

UNOCCUPIED STORY (MECHANICAL)

730 SF

UNOCCUPIED STORY (MECHANICAL)

645 SF

UNOCCUPIED STORY (MECHANICAL)

OPEN TO METAL DECK

BELOW

OPEN TO BELOW

OPEN TO METAL DECKBELOW

OPEN TO METAL DECK

BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO GARAGE

BELOW

CENTRAL

MECH RM

EAST MECH RM

WEST MECH

RM

STAIR NAME

STAIR CAPACITY

DOOR CAPACITY

STAIR WIDTH

DOOR CLEAR WIDTH

COMPONENT CAPACITY

S210

2' - 1"

3' - 11"

STAIR NAME

STAIR CAPACITY

DOOR CAPACITY

STAIR WIDTH

DOOR CLEAR WIDTH

COMPONENT CAPACITY

S220

2' - 1"

4' - 11"

STAIR NAME

STAIR CAPACITY

DOOR CAPACITY

STAIR WIDTH

DOOR CLEAR WIDTH

COMPONENT CAPACITY

S230

2' - 1"

4' - 11"

OPEN TO METAL DECK

BELOW

OPEN TO METAL DECK

BELOW

A H

U

OPEN TO BELOW

OPEN TO BELOW

OPEN TO

BELOW

OPEN TO METAL DECK

BELOW

OPEN TO GARAGE

BELOW

DUCTWORK AND EQUIPMENT INTERFERES

WITH CLEAR TRAVEL DISTANCE AT THESE LOCATIONS

1. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS

SOLELY TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT (AS

INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT,

AND THE ENGINEERS. THE CONTRACTOR SHALL USE THE CONSTRUCTION

DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE

REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON

DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE

SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS

PREPARED BY THE ARCHITECT, AND THE ENGINEERS

3. FOR OCCUPANCY LEGEND AND LIFE SAFETY LEGEND REFER TO SHEET GI120.

EXIT ACCESS CORRIDORS

NOTE:

RATED PARTITIONS AND SMOKE BARRIERS SHOWN ON THE EGRESS PLAN ARE A

COMBINATION OF NEW AND EXISTING CONSTRUCTION.

SEE DRAWINGS A*** AND A*** FOR REQUIREMENTS OF NEW CONSTRUCTION AND

VERIFICATION OF EXISTING.

EXIT DISCHARGE EXIT / HORIZONTAL EXIT

EDT

ETD - TRAVEL DISTANCE TO AN EXIT

SMOKE COMPARTMENT DESIGNATIONA

EXIT LIGHT FIXTURES WITH DIRECTIONAL CHEVRONS

EXIT LIGHT WITHOUT

CHEVRON

1 HOUR FIRE RATED SMOKE BARRIER

EXIT ACCESS STAIRWAY

CPT

1 HOUR FIRE RATED BARRIER

NON RATED SMOKE SEPARATION

2 HOUR FIRE RATED BARRIER

ASSEMBLY UNCONCENTRATED (15 NET SQ.FT. / OCCUPANT)

BUSINESS (100 GROSS SQ.FT. / OCCUPANT)

INPATIENT SLEEPING (120 GROSS SQ.FT. / OCCUPANT)

INPATIENT TREATMENT (240 GROSS SQ.FT. / OCCUPANT)

STORAGE, MECHANICAL (300 GROSS SQ.FT. / OCCUPANT)

KITCHEN (200 GROSS SQ.FT. / OCCUPANT)

OCCUPANT LOAD TAG

FUNCTION OF SPACE

OCCUPANTS

OCCUPANT LOAD FACTOR

BUSINESS

428 SF FLOOR AREA

UNOCCUPIED STORY/ MECHANICAL (300 GROSS SQ.FT. /

OCCUPANT

TOTAL SECOND FLOOR DISCHARGE CAPACITY 249

TOTAL OCCUPANT LOAD 8 < 249

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

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 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 r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:0

:5

P M

GI120

SECOND FLOOR LIFE SAFETY & OCCUPANT

LOAD PLAN

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/16" = 1'-0" F1

SECOND FLOOR OCCUPANT LOAD PLAN

1/16" = 1'-0"

F6

SECOND FLOOR LIFE SAFETY PLAN

OCCUPANT LOAD SCHEDULE

FLOOR FIRE AREA SMOKE COMPARTMENT FUNCTION OF SPACE AREA OCCUPANT LOAD FACTOR OCCUPANTS

Not Placed MECHANICAL/STORAGE Not Placed 300

FIRST FLOOR ASSEMBLY UNCONCENTRATED 509 SF 15 34

FIRST FLOOR ASSEMBLY UNCONCENTRATED 712 SF 15 48

FIRST FLOOR ASSEMBLY UNCONCENTRATED 483 SF 15 33

FIRST FLOOR ASSEMBLY UNCONCENTRATED 168 SF 15 12

FIRST FLOOR BUSINESS 837 SF 150 6

FIRST FLOOR INPATIENT SLEEPING 1,246 SF 120 11

FIRST FLOOR INPATIENT SLEEPING 1,860 SF 120 16

FIRST FLOOR INPATIENT SLEEPING 1,255 SF 120 11

FIRST FLOOR INPATIENT SLEEPING 1,900 SF 120 16

FIRST FLOOR INPATIENT SLEEPING 5,341 SF 120 45

FIRST FLOOR KITCHEN 528 SF 200 3

FIRST FLOOR MECHANICAL/STORAGE 275 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 2,184 SF 300 8

FIRST FLOOR MECHANICAL/STORAGE 99 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 139 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 296 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 69 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 35 SF 300 1

FIRST FLOOR MECHANICAL/STORAGE 32 SF 300 1

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 804 SF 300 3

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 730 SF 300 3

MECHANICAL PENTHOUSE UNOCCUPIED STORY (MECHANICAL) 645 SF 300 3

Grand total 259

CPT-2-2 48' - 4"

CPT-2-3 48' - 5"

CPT-2-1 49' - 8"

VERTICAL EXIT CAPACITY

STAIR NAME COMPONENT CAPACITY

S210 83

S220 83

S230 83

TOTAL VERTICAL EXIT CAPACITY 249

NO. DESCRIPTION DATE

n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser vi ce D is ab led Ve t eran Owned Sma ll Business

SDVOSB

CVE

MR PROJECT NO: 0499-0124

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: PROJECT DIRECTOR

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

595-601

2023-02-09

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S Queen St, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

ARRAY-ARCHITECTS.COM

1 West Elm Street, Ste 400 Conshohocken, PA 19428 o: 610-270-0599 f: 601-270-0995

MD AS

CLC-1

BID DOCUMENTS

LEBANON, PENNSYLVANIA

CIVIL NOTES AND LEGEND

REVERSE CURB

W W

OHE OHE

UGE UGE

TRANSCURB

x x x

OHC

UGC

FM FM FM

SSSS

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NFV NOT FIELD VERIFIED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OS OVER-SIZED

OZ OUNCE

P PERIMETER

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BNCH BENCH

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DEP DEPRESSED

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

E&S EROSION AND SEDIMENT CONTROL

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PROPOSED OR NEW

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

RE/COR RESIDENT ENGINEER / CONTRACTING OFFICER REPRESENTATIVE

REP REPAIR

REQ REQUIRED

REV REVISION

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

SJ SCORED JOINT

SLV SLEEVE

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TBRL TO BE REPLACED

TC TOP OF CURB

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

G G

CIVIL LEGEND ABBREVIATIONS

EXISTING

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

OHE

UGE

ORNAMENTAL FENCE

SOIL PROFILE BOUNDARY

WIRE FENCEXXXX

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

FLAG POLE

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAINFM FM FM

W W W

LIMITS OF WORK

G UNDERGROUND GAS LINE

DRIP LINE OF BRUSH

WETLANDS

UTILITY BOX/PULL BOX

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

PARKING COUNT

TEST-PIT

JERSEY BARRIER

GENERAL NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON AERIAL RUN TOPOGRAPHY BY ATLANTIC AERIAL SURVEY, INC. DATED NOVEMBER 11, 2019. THE HORIZONTAL DATUM IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 101. GROUND DISTANCES WERE USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT COMPUTATIONS BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM NAVD88 (GEOID1B) BY OPUS SOLUTION.

2. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 42075C0259D DATED JUNE 5, 2012. NO PORTIONS OF THE PROJECT AREA ARE LOCATED WITHIN

THE 100-YEAR FLOODPLAIN AREA (ZONE AE).

3. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.

4. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE

ACTIONS OF ANY WORKMAN ON SITE.

NORTH ARROW

DEMOLISHED

EXISTING

PROPOSED / NEWEXISTING

TO REMAIN

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL CONTACT "PENNSYLVANIA ONE CALL" AT 811 OR 1-800-242-1776 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

2. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE IS NO EVIDENCE OF ANY GRAVE, OBJECT OR STRUCTURE MARKING A PLACE OF BURIAL ON THIS PROPERTY.

THERE ARE NO KNOWN CEMETERIES, ARCHEOLOGICAL SITES, NATURAL FEATURES, NOR HISTORIC SITES LISTED, OR DETERMINED TO BE ELIGIBLE, OR WHICH THE OWNER HAS REASON TO BELIEVE MAY BE ELIGIBLE FOR LISTING ON THE NATIONAL REGISTER OF HISTORIC PLACES WITHIN THE CONSTRUCTION LIMITS.

3. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN, THEY SHALL IMMEDIATELY NOTIFY THE RESIDENT ENGINEER/ CONTRACTING OPERATING REPRESENTATIVE (RE/COR) AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND INSURE THE CONTINUANCE OF SERVICE. IF NECESSARY, THE SITE PLAN WILL BE MODIFIED TO ELIMINATE THE CONFLICT AT THE CONTRACTOR'S EXPENSE.

4. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY THE PADEP AND/OR A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

5. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND DETAILS.

6. ALL LAND, ON OR OFF SITE, WHICH IS DISTURBED BY THIS DEVELOPMENT, AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO

CONTROL EROSION AND SEDIMENTATION.

7. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE TO CURRENT UTILITY PROVIDERS', AND THE PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.

8. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RE/COR OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO ENTERING THE RIGHT-OF-WAY, AND IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR ALLAY DUST AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE

STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

11. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN EXISTING UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.

12. THE CLIENT, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RE/COR OF ANY CONDITIONS FOUND IN THE FIELD THAT VARY FROM WHAT IS SHOWN ON THE APPROVED PLANS. OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE RE/COR'S

ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

13. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE RE/COR OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

14. ALL HANDICAPPED PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE VA BARRIER FREE DESIGN STANDARD AND ABBAS .

15. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING CONDITIONS AND GRADES PRIOR TO STARTING CONSTRUCTION.

17. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL APPLICABLE VEGETATION, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH

DEPARTMENT

18. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

19. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSINGS OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.

20. THE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT TITLED "LEBANON VA MEDICAL CENTER - COMMUNITY LIVING CENTER" PREPARED BY ECS MID-ATLANTIC, LLC DATED JUNE 5, 2020 (ECS PROJECT NUMBER 18:4949).

21. CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT FOR SUITABLE BACKFILL MATERIAL REQUIREMENTS AND COMPACTION REQUIREMENTS. CBR TESTS SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUBGRADE ELEVATION FOR PAVEMENT AREAS. SOILS TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. ALL SUBGRADE SHALL BE COMPACTED TO THE PERCENTAGES OF MAXIMUM DRY DENSITY (AASHTO T99C) UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. BUILDING FOOTPRINTS AS SHOWN ARE

APPROXIMATE IN BUILDING SIZE AND DO NOT REPRESENT FINAL ARCHITECTURALS.

22. CHANGES IN THE TOP & BOTTOM OF SLOPES SHALL BE A MINIMUM OF FIVE FEET (5') FROM PROPERTY OR RIGHT-OF-WAY LINE.

23. ALL GRADING SHALL PROVIDE PROPER DRAINAGE & DISPOSAL OF STORM WATER WITHOUT PONDING.

24. ALL FILL SHALL BE COMPACTED TO PREVENT EROSION.

25. GRADING SHALL NOT BE DONE IN SUCH A WAY TO DIVERT WATER ONTO THE PROPERTY OF ANOTHER LAND OWNER.

26. LOTS SHALL BE GRADED TO SECURE PROPER DRAINAGE AWAY FROM BUILDINGS AND TO PREVENT POOLING OR COLLECTION OF STORM WATER.

27. EXCAVATION OR FILL SHALL NOT ENDANGER AN ADJOINING PROPERTY.

28. ALL CLEARING, GRADING, DRAINAGE, CONSTRUCTION, AND DEVELOPMENT SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE APPROVED PLAN.

29. FIELD VERIFY EXISTING GRADES PRIOR TO CONSTRUCTION.

30. CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.

CS001

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TC

AutoCAD SHX Text

CO

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INV

AutoCAD SHX Text

8" SAN. SEW.

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

CO

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text E

AutoCAD SHX Text co

AutoCAD SHX Text xx

AutoCAD SHX Text

XXXX

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

SHEET REFERENCE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 543.6

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

8" SAN

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text

CO

AutoCAD SHX Text

EX

AutoCAD SHX Text

AutoCAD SHX Text

EX.

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text 11B

AutoCAD SHX Text 10C

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text

CO

MH

S

S

S

MH

MH

S

MH

PED

XING

S

SSS

NO PARKING

NO PARKING

NO PARKING

S

MH

S

S

S

MH

S S

S S

S S

S

S

S

MH

MH

S

SSSS

S

S

S

S S

S

FP

MH

S

S

S

SSSS

S

SSS

S S

S

S

S

S

S S

S S

S

MH MH

MH

S

S S

S S

S S

S S

S S

S S

S

S S

S S

S S

S S

S

S S S S

MH

MH

S

S

MH

S

S

S

S

MH

MH

MH

MH

MH

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

NO

PA

RK

ING

S

FP

FP

S

CP101

528.808

REB T-8

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W

W

UGE

UGE

UG

E

UGE

W

W W

W

W

W

UGE

G G

G

G

G

G

G

UGE

UG

E

W

W

W

UGE

W

UGE

UGE

UGE

W

W

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UGE

UGE

OHE

OHE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G

G

515515

511 511

512512

513513

514 514

532 532 532

537537

537 537

539 539

NO. DESCRIPTION DATE

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser vi ce D is ab led Ve t eran Owned Sma ll Business

SDVOSB

CVE

MR PROJECT NO: 0499-0124

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: PROJECT DIRECTOR

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

595-601

2023-02-09

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S Queen St, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

ARRAY-ARCHITECTS.COM

1 West Elm Street, Ste 400 Conshohocken, PA 19428 o: 610-270-0599 f: 601-270-0995

MD AS

CLC-1

BID DOCUMENTS

LEBANON, PENNSYLVANIA

VL100

CIVIL OVERALL EXISTING

CONDITIONS

NOTE:

1. TOPOGRAPHIC MAP PREPARED BY ATLANTIC AERIAL SURVEY CO., INC.

FROM PHOTOGRAPHY DATED 11-11-19 WITH 1' CONTOURS.

2. BASIS OF BEARING: GPS NAD83 PENNSYLVANIA STATE PLANE SOUTH

ZONE, US FOOT.

3. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL DATUM

PENNSYLVANIA STATE PLANE SOUTH ZONE NAD83 AND VERTICAL DATUM NAVD88.

22 EXISTING BUILDING NUMBER

GRAPHIC LEGEND

REB T-8

528.808

CP101

CONTROL POINT

LIMITS OF WORK

AutoCAD SHX Text

MAG

AutoCAD SHX Text

EBOX

AutoCAD SHX Text S

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV FIRE

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX NO ELEV

AutoCAD SHX Text

HYD NO ELEV

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 544.22

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 545.17

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

GV BEEP

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text D

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

HYD

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text U

AutoCAD SHX Text

MH

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

PIV

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

PIV

AutoCAD SHX Text

WV

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text D

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

PIV

AutoCAD SHX Text

PIV

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text

EBOX

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text

MH X 3

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

PIV

AutoCAD SHX Text

WV

AutoCAD SHX Text

EBOX TRANS X

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text S

AutoCAD SHX Text

EBOX TRANS CANTEEN

AutoCAD SHX Text

EBOX TRANS CANTEEN

AutoCAD SHX Text

ELEC METER

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

LP MISSING

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text

WSO

AutoCAD SHX Text

PIV

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text S

AutoCAD SHX Text

EBOX SWITCH

AutoCAD SHX Text

ELEC METER

AutoCAD SHX Text

EBOX TRANS KVA150

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text D

AutoCAD SHX Text

HYD

AutoCAD SHX Text

AutoCAD SHX Text 531.87

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

PIV

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

MH 32"

AutoCAD SHX Text

LP

AutoCAD SHX Text

HYD

AutoCAD SHX Text

MAG

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 544.18

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 546.03

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

HYD PIV

AutoCAD SHX Text

WV

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN CO 3"

AutoCAD SHX Text

SAN CO 3"

AutoCAD SHX Text

HYD COSA

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

EBOX

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV ?

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV FOUNTAIN

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text G

AutoCAD SHX Text

GAS MH

AutoCAD SHX Text

WV

AutoCAD SHX Text

HYD

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text 538.36

AutoCAD SHX Text

CB

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX TRANS X

AutoCAD SHX Text

EBOX TRANS X

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text U

AutoCAD SHX Text

MH X 3

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text T

AutoCAD SHX Text

COMM MH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CATV BOX

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

MH

AutoCAD SHX Text U

AutoCAD SHX Text

MH

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

PIV

AutoCAD SHX Text

EBOX

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

W MH

AutoCAD SHX Text U

AutoCAD SHX Text

MH STEAM

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text U

AutoCAD SHX Text

MH

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text

MH STEAM

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S

S

MH

MH

S

MH

PED

XING

S

SSS

NO PARKING

NO PARKING

NO PARKING

S

MH

S

S

S

MH

S S

S S

S S

S

S

S

MH

MH

S

SSSS

S

S

S

S S

S

FP

MH

S

S

S

SSSS

S

SSS

S S

S

S

S

S

S S

S S

S

MH MH

MH

S

S S

S S

S S

S S

S S

S S

S

S S

S S

S S

S S

S

S S S S

MH

MH

S

S

MH

S

S

S

S

MH

MH

MH

MH

MH

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

NO

PA

RK

ING

S

FP

FP

S

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W

W

UGE

UGE

UG

E

UGE

W

W W

W

W

W

UGE

G G

G

G

G

G

G

UGE

UG

E

W

W

W

UGE

W

UGE

UGE

UGE

W

W

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UGE

UGE

OHE

OHE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G

G

5 5

10 6

X

A

D

E

C

B

G

F

W

W

W

W

W

FM

FM

FM

FM

FM

FM

FM

FM

FM

G

G

G

G

G G

G

G

NO. DESCRIPTION DATE

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser vi ce D is ab led Ve t eran Owned Sma ll Business

SDVOSB

CVE

MR PROJECT NO: 0499-0124

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: PROJECT DIRECTOR

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

595-601

2023-02-09

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S Queen St, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

ARRAY-ARCHITECTS.COM

1 West Elm Street, Ste 400 Conshohocken, PA 19428 o: 610-270-0599 f: 601-270-0995

MD AS

CLC-1

BID DOCUMENTS

LEBANON, PENNSYLVANIA

CS002

CIVIL OVERALL SITE DEVELOPMENT

PLAN

A NEW LOOP ROAD 'A'

· PEDESTRIAN SIDEWALK

B

C

D

E

F

G

UTILITY PAD

· (2) GENERATORS

· (3) OXYGEN TANKS

· (5) CHILLERS

· CONCRETE PULL OFF

· REMOVABLE BOLLARDS

· GRAVEL ACCESS ROAD

NEW DROP OFF LOOP ROAD 'B'

· VISITOR PARKING

STAFF PARKING - BUILDING 1

· SECURITY GATE

· GARAGE ACCESS

ADD ALTERNATE #3

GAS LINE EXTENSTION

FUTURE PHASE DEVELOPMENT

· BUILDINGS 2-4

· TOWN HALL BUILDING

· CONNECTING CORRIDORS

· (4) - STAFF PARKING AREAS

· MAIN DROP OFF LOOP

· DROP OFF LOOP FOR BUILDINGS 2 AND 3

· UTILITY PAD

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

NEW BUILDING

· SIDEWALK CONNECTIONS

· DECK

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 544.22

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 545.17

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 544.18

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 546.03

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text E

AutoCAD SHX Text

SAN CO 3"

AutoCAD SHX Text

SAN CO 3"

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

COMM MH

AutoCAD SHX Text

CATV BOX

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

SAN SO

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S

S

MH

MH

S

MH

PED

XING

S

SSS

NO PARKING

NO PARKING

NO PARKING

S

MH

S

S

S

MH

S S

S S

S S

S

S

S

MH

MH

S

SSSS

S

S

S

S S

S

FP

MH

S

S

S

SSSS

S

SSS

S S

S

S

S

S

S S

S S

S

MH MH

MH

S

S S

S S

S S

S S

S S

S S

S

S S

S S

S S

S S

S

S S S S

MH

MH

S

S

MH

S

S

S

S

MH

MH

MH

MH

MH

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

STO

P

NO

PA

RK

ING

S

FP

FP

S

CP101

528.808

REB T-8

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W

W

UGE

UGE

UG

E

UGE

W

W W

W

W

W

UGE

G G

G

G

G

G

G

UGE

UG

E

W

W

W

UGE

W

UGE

UGE

UGE

W

W

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UGE

UGE

OHE

OHE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G

G

B-9

B-8 B-1

B-2

B-10

B-3

B-6

B-7

B-4

B-5

5 5

10 6

X

515515

511 511

512512

513513

514 514

532 532 532

537537

537 537

539 539

B-12

B-13

B-14

B-15

B-11

NO. DESCRIPTION DATE

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser vi ce D is ab led Vet eran Owned Sma ll Business

SDVOSB

CVE

MR PROJECT NO: 0499-0124

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: PROJECT DIRECTOR

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

595-601

2023-02-09

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S Queen St, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

ARRAY-ARCHITECTS.COM

1 West Elm Street, Ste 400 Conshohocken, PA 19428 o: 610-270-0599 f: 601-270-0995

MD AS

CLC-1

BID DOCUMENTS

LEBANON, PENNSYLVANIA

B-100

CIVIL SUBSURFACE BORING

LOCATION PLAN

FULL DEPTH BORING FOR

BUILDINGS/STRUCTURES AND

ROADS

GRAPHIC LEGEND

LIMITS OF WORK

SOIL PROFILE BOUNDARY

SOIL PROFILE SYMBOL

SOIL DESCRIPTIONS

CkA CLARKSBURG SILT LOAM, 0 TO 3% CkB CLARKSBURG SILT LOAM, 3 TO 8% DfB DUFFIELD SILT LOAM, 0 TO 3% HeC HAGERSTOWN-ROCK OUTCROP

COMPLEX, 8 TO 25%

ThA THORNDALE SILT LOAM, 0 TO 8%

NOTE:

REFER TO THE GEOTECHNICAL REPORT TITLED "LEBANON VA MEDICAL

CENTER - COMMUNITY LIVING CENTER" PREPARED BY ECS MID-ATLANTIC,

LLC DATED JUNE 5, 2020.

AutoCAD SHX Text

MAG

AutoCAD SHX Text

EBOX

AutoCAD SHX Text S

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WV FIRE

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX NO ELEV

AutoCAD SHX Text

HYD NO ELEV

AutoCAD SHX Text

SAN CO 3.5"

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 544.22

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 545.17

AutoCAD SHX Text

SAN MH

AutoCAD SHX Text

GV BEEP

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text

SAN CO

AutoCAD SHX Text D

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

HYD

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC MH

AutoCAD SHX Text U

AutoCAD SHX Text

MH

AutoCAD SHX Text

EBOX TRANS

AutoCAD SHX Text

PIV

AutoCAD SHX Text

EBOX

AutoCAD SHX Text