NJARNG_H_Sandy_Sea_Girt_MED-GIB_Issued_for_Construction_Drawings_30-Sept-2014_31-Aug-2015.pdf

��/���������������0�1�����2��� �2.���01��������������0������.1����.�1���0�

0�11.����.�������*�����0���������3 �����������0�2�0�1���2�������4����*����5 ��0�1�����2����0�����������0���4��0�5

�������06���/������� �1�0���0��1'�/),��7�,)���,,,!

0��8�1������2������98!, !,,:�������������2������1� ���2����1���1��0�2�0�1�

;,���.0������+,!"

(ISSUED 31 AUGUST 2015)

DRAWING INDEX

D

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date: By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A T

IO

N

A L G

U A

R D

N A

T

IO

N A

L G

U A

R D

T R

A

IN

IN

G

C E

N T

E R

N

G T

C

S E

A G

IR

T

N

E W

J E

R S

E Y

S U

P E

R S

T O

R M

S A

N D

Y D

IS

A

S T

E R

R E

S P

O N

S E

P R

O J E

C T

S T

R O

O P

D

IS

P E

N S

A R

Y H

E A

L T

H C

L

IN

IC

G E

N E

R A

L I N

S T

R U

C T

IO

N

B U

IL

D

IN

G

M

E D

/G

IB

FDYD9400

30 SEPTEMBER 2014

C O

N T

R A

C T

N O

W

F Y

Q -0

-D

-0

T A

S K

O R

D E

R N

U M

B E

R Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

299 Madison Avenue, Morristown, New Jersey 07962

Alfred Consoli, AIA New Jersey License: AI-14676

C L o c a l_

R e v it F ile s \N

J A

R N

G S

A N

D Y

G

IB

M

E D

-A R

C H

-V d y s o n b .r v t

/2

/2

:2 :5

P

M

G-001aR. MESSEL

T. MOON

A. TESTA

GENERAL

DRAWING INDEX

STRUCTURAL

S-001 GENERAL NOTES

S-002 SPECIAL INSPECTIONS

S-101 OVERALL FOUNDATION PLAN

S-102 PARTIAL FOUNDATION PLANS

S-121 OVERALL ROOF FRAMING PLAN

S-122 PARTIAL ROOF FRAMING PLANS

S-201 STEEL FRAMING AND LOADBEARING CMU WALL

ELEVATION KEY PLAN

S-202 FRAMING ELEVATIONS AND LOADBEARING CMU WALL

REINFORCING ELEVATIONS

S-203 GIRT ELEVATIONS

S-204 GIRT ELEVATIONS AND CONNECTION DETAILS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-510 SECTIONS AND DETAILS

S-520 SECTIONS AND DETAILS

S-521 SECTIONS AND DETAILS

S-522 SECTIONS AND DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS

P-101 DOMESTIC WATER PLUMBING PLAN

P-102 SANIATRY AND VENT PLUMBING PLAN

P-103 MEDICAL EQUIPMENT UTILITY PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING SANITARY RISERS

P-902 PLUMBING WATER RISERS

MECHANICAL

M-001 HVAC GENERAL NOTES, LEGENDS AND

ABBREVIATIONS

M-101 HVAC PLAN

M-102 HVAC PIPING PLAN

M-401 HVAC ENLARGED MECHANICAL ROOM PLAN

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 HVAC SCHEDULES

M-801 HVAC CONTROL DIAGRAMS

M-802 BAS POINT FUNCTION SCHEDULE

ELECTRICAL

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

ES101 SITE ELECTRICAL PLAN

ES102 SITE ELECTRICAL PLAN

EG101 ELECTRICAL LIGHTNING PROTECTION AND

GROUNDING PLANS

EL101 ELECTRICAL LIGHTING FLOOR PLANS

EP101 ELECTRICAL POWER FLOOR PLANS

E-401 ELECTRICAL ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 SINGLE LINE DIAGRAM BUILDING MED/GIB

E-701 LIGHT FIXTURE AND FEEDER SCHEDULE

E-702 PANEL SCHEDULES

E-703 PANEL SCHEDULES

E-704 MECHANICAL EQUIPMENT SCHEDULES

TELECOMMUNICATION/SECURITY

T-001 TELECOM SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES

T-101 TELECOM FLOOR PLAN

T-201 TELECOM RACK ELEVATIONS

T-401 TELECOM ROOM ENLARGED PLANS

T-501 TELECOM OUTLET DETAILS

T-502 TELECOM DETAILS

T-503 SECURITY DETAILS

T-601 TELECOM ONE-LINE DIAGRAMS

T-602 SECURITY ONE-LINE DIAGRAMS

FIRE ALARM

FA-001 FIRE ALARM GENERAL NOTES, ABBREV., AND

SYMBOLS

FA-101 FIRE ALARM PLAN

FA-501 FIRE ALARM RISER DIAGRAM AND DETAILS

FIRE SUPPRESSION

FX-001 FIRE SUPPRESSION GENERAL NOTES, ABBREV., AND

SYMBOLS

FX-002 FIRE SUPPRESSION SITE PLAN

FX-101 FIRE SUPPRESSION PLAN

VAPOR INTRUSION MITIGATION

V-101 GAS VAPOR INTRUSION MITIGATION PLAN SYSTEM

LAYOUT

GENERAL

G-000 COVER

G-001a DRAWING INDEX

G-002 ABBREVIATIONS AND SYMBOLS

G-003 NOTES

G-111 ACCESSIBILITY REQUIREMENTS AND DETAILS

G-112 ACCESSIBILITY PLANS

LIFE SAFETY

LS-001 LIFE SAFETY OVERALL SITE PLAN

LS-101 LIFE SAFETY PLAN

CIVIL

C-001 NOTES, ABBREVIATIONS AND LEGENDS

C-101 EXISTING CONDITIONS / SITE DEMOLITION PLAN

C-102 EXISTING CONDITIONS / SITE DEMOLITION PLAN

C-103 EXISTING CONDITIONS / SITE DEMOLITION PLAN

CS-100 OVERALL SITE LAYOUT PLAN

CS-101 SITE LAYOUT PLAN

CS-102 SITE LAYOUT PLAN

CG-101 SITE GRADING AND DRAINAGE PLAN

CG-102 SITE GRADING AND DRAINAGE PLAN

CG-103 SITE GRADING AND DRAINAGE PLAN

CG-111 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

CG-112 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

CG-113 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

CG-121 EROSION AND SEDIMENT CONTROL PLAN - PHASE II

CG-122 EROSION AND SEDIMENT CONTROL PLAN - PHASE II

CG-123 EROSION AND SEDIMENT CONTROL PLAN - PHASE II

CG-501 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CG-502 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CU-101 SITE UTILITY PLAN

CU-102 SITE UTILITY PLAN

CU-201 UTILITY PROFILES

CU-202 UTILITY PROFILES

CU-203 UTILITY PROFILES

CU-204 UTILITY PROFILES

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

LANDSCAPE

LP-101 LANDSCAPE PLAN

L-401 DETAILED GRADING AND LAYOUT PLANS

L-501 PLANTING DETAILS

L-502 LANDSCAPE DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES

A-101 OVERALL FLOOR PLAN

A-102a PARTIAL FLOOR PLANS

A-102b PARTIAL FLOOR PLANS

A-103 OVERALL REFLECTED CEILING PLAN

A-104 PARTIAL REFLECTED CEILING PLANS

A-105 OVERALL ROOF PLAN

A-106 PARTIAL ROOF PLANS

A-201 OVERALL EXTERIOR ELEVATIONS

A-202 PARTIAL EXTERIOR ELEVATIONS

A-203 PARTIAL EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 ENLARGED FLOOR PLANS

A-405 MOUNTING HEIGHTS AND INTERIOR ELEVATIONS

A-406 INTERIOR ELEVATIONS

A-501 EXTERIOR WALL SECTIONS

A-502 EXTERIOR WALL SECTIONS

A-521 EXTERIOR WALL DETAILS

A-522 EXTERIOR WALL DETAILS

A-530 ENLARGED PLAN DETAILS

A-531 ENLARGED PLAN DETAILS

A-540 EXTERIOR DETAILS

A-541 EXTERIOR DETAILS

A-550 INTERIOR DETAILS

A-551 INTERIOR DETAILS

A-552 INTERIOR DETAILS

A-553 INTERIOR DETAILS

A-554 INTERIOR DETAILS

A-601 ROOM FINISH SCHEDULE

A-602 MATERIAL LEGEND

A-603 DOOR SCHEDULE

A-604 WINDOWS TYPES

A-605 LOUVER TYPES, DETAILS, AND SCHEDULE

A-701 PARTITION TYPES

A-705 DOOR DETAILS

A-706 DOOR DETAILS

A-713 PARTITION DETAILS

A-801 SIGNAGE PLAN

A-802 SIGNAGE EXTERIOR ELEVATIONS

A-803 SIGN TYPES AND DETAILS

INTERIORS

I-101 OVERALL FURNITURE PLAN (FOR INFORMATION ONLY)

I-102 PARTIAL FURNITURE PLANS (FOR INFORMATION ONLY)

EveretDL Text Box

MATCH LINE

KEYED NOTE

DOOR NUMBER

PARTITION TYPE (FIRST DIGIT INDICATES

HOURLY FIRE RATING)

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION

WINDOW / LOUVER TYPE

COLUMN REFERENCE

BREAK LINE, MATERIAL

TO CONTINUE

N

INDICATES PLAN NORTH

INTERIOR ELEVATION

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

SECTION / DETAIL

DESIGNATION

DETAIL DESIGNATION

DRAWING /DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING/DETAIL LIMITS

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING / DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

MATCH LINE

REFERENCE A1/A-501

ELEMENT ELEVATED

EL: DIM VALUE INPUT

A-###

DRAWING NAME

1/8" = 1'-0"

DRAWING SCALE

A#

ROOM IDENTIFIER####

TYPICAL

ROOM

ROOM NAME

ROOM NUMBER

GLASS TYPEG1

STEEL

THERMAL INSULATION (BATT)

THERMAL INSULATION (RIGID)

GYPSUM BOARD

CONCRETE

EARTH

GRANULAR FILL

ACOUSTICAL CEILING PANEL

WOOD ROUGH

CMU

WOOD BLOCKING, SHIM

PARTICLEBOARD OR PLYWOOD

GLASS

CARPET

SOLID SURFACE MATERIAL

TERRAZZO

D

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date: By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A T

IO

N

A L G

U A

R D

N A

T

IO

N A

L G

U A

R D

T R

A

IN

IN

G

C E

N T

E R

N

G T

C

S E

A G

IR

T

N

E W

J E

R S

E Y

S U

P E

R S

T O

R M

S A

N D

Y D

IS

A

S T

E R

R E

S P

O N

S E

P R

O J E

C T

S T

R O

O P

D

IS

P E

N S

A R

Y H

E A

L T

H C

L

IN

IC

G E

N E

R A

L I N

S T

R U

C T

IO

N

B U

IL

D

IN

G

M

E D

/G

IB

FDYD9400

30 SEPTEMBER 2014

C O

N T

R A

C T

N O

W

F Y

Q -0

-D

-0

T A

S K

O R

D E

R N

U M

B E

R Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

299 Madison Avenue, Morristown, New Jersey 07962

Alfred Consoli, AIA New Jersey License: AI-14676

C L o c a l_

R e v it F ile s \N

J A

R N

G S

A N

D Y

G

IB

M

E D

-A R

C H

-V d y s o n b .r v t

/2

/2

:2 :5

P

M

G-002R. MESSEL

T.MOON

A. TESTA

GENERAL

ABBREVIATIONS

AND SYMBOLS

GENERAL ABBREVIATIONSGENERAL SYMBOLS

ABA ARCHITECTURAL BARRIERS ACT

ABI ALTERNATE BID ITEM

ACI AMERICAN CONCRETE INSTITUTE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AWP ACOUSTIC WALL PANEL

BLDG BUILDING

BOT BOTTOM

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXPAN EXPANSION

EXT EXTERIOR

FCO FLOOR CLEAN OUT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FIN FINISH

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GYP GYPSUM

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IT INFORMATION TECHNOLOGY

JAN JANITOR

JT JOINT

LAM LAMINATE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRIC

MANUFACTURERS ASSOCIATION

NGB NATIONAL GUARD BUREAU

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

OA OVERALL

OC ON CENTER

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PH PHASE

PLAM PLASTIC LAMINATE

PLAS PLASTIC OR PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PRESS PRESSURE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REF REFERENCE

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT

SS STAINLESS STEEL

STOR STORAGE

STRUCT STRUCTURAL

T TREAD

THK THICK OR THICKNESS

T.O. TOP OF

TOC TOP OF CONCRETE

TCNA TILE COUNCIL OF NORTH

AMERICA

TOS TOP OF STEEL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

VICINITY MAP

LOCATION MAP

MATERIAL SYMBOLS

PROJECT SITE

NOT TO SCALE

PROJECT SITE

NOT TO SCALE

N

N

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date: By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A T

IO

N

A L G

U A

R D

N A

T

IO

N A

L G

U A

R D

T R

A

IN

IN

G

C E

N T

E R

N

G T

C

S E

A G

IR

T

N

E W

J E

R S

E Y

S U

P E

R S

T O

R M

S A

N D

Y D

IS

A

S T

E R

R E

S P

O N

S E

P R

O J E

C T

S T

R O

O P

D

IS

P E

N S

A R

Y H

E A

L T

H C

L

IN

IC

G E

N E

R A

L I N

S T

R U

C T

IO

N

B U

IL

D

IN

G

M

E D

/G

IB

FDYD9400

30 SEPTEMBER 2014

C O

N T

R A

C T

N O

W

F Y

Q -0

-D

-0

T A

S K

O R

D E

R N

U M

B E

R Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

299 Madison Avenue, Morristown, New Jersey 07962

Alfred Consoli, AIA New Jersey License: AI-14676

C L o c a l_

R e v it F ile s \N

J A

R N

G S

A N

D Y

G

IB

M

E D

-A R

C H

-V d y s o n b .r v t

/2

/2

:2 :5

P

M

G-003R. MESSEL

T. MOON

A. TESTA

GENERAL

NOTES

GENERAL NOTES

1. THE "OWNER" IS THE NEW JERSEY ARMY NATIONAL GUARD. THE "ARCHITECT/ENGINEER"

IS JACOBS.

2. IF, AT ANY TIME, THE CONTRACTOR DISCOVERS A CONDITION WHICH CONFLICTS WITH

THE DRAWINGS AND/OR SPECIFICATION OR IF THE CONTRACTOR DISCOVERS AN

UNCLEAR OR MISLEADING DIRECTIVE GIVEN IN THE DRAWINGS OR SPECIFICATIONS,

THE CONTRACTOR SHALL BRING THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE

CONTRACTING OFFICER.

3. DO NOT SCALE THE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

4. ALL DIMENSIONS FOLLOWED BY +/- OR "VERIFY" ARE EXISTING DIMENSIONS AND SHALL

BE VERIFIED IN THE FIELD. +/- AS USED IN NEW CONSTRUCTION SHALL MEAN THAT THE

DIMENSION IS SLIGHTLY ADJUSTABLE TO ACCOMMODATE ACTUAL CONDITIONS.

5. "MINIMUM" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS

SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUALITY LESSER THAN

THAT INDICATED.

6. "MAXIMUM" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS

LIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUALITY GREATER THAN

THAT INDICATED.

7. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION OR

DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.

8. "SIMILAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION OR

DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.

9. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE DIMENSION IS NOT

ADJUSTABLE WITHOUT THE APPROVAL OF THE COR. CLEAR DIMENSIONS ARE

TYPICALLY TO FINISHED FACE.

10. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE THE

FINISHED FACES IN THE SAME PLANE.

11. ALL WORK INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR UNLESS OTHERWISE NOTED.

12. KEYED NOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYED NOTE SYMBOLS

ASSOCIATED WITH THE PARTICULAR DRAWING WHERE THE KEYED NOTES ARE LISTED

13. ALL EXPOSED STEEL SHALL BE PAINTED UNLESS OTHERWISE NOTED.

14. ALL GYPSUM PRODUCTS SHALL BE GLASS-MAT. NO PAPER-FACED GYPSUM PRODUCTS

SHALL BE USED ON THIS PROJECT.

15. COORDINATE THE WORK OF ALL TRADES AND CHECK ALL DIMENSIONS. ALL

DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICER

AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

16. THE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION FIRE ALARM,

ELECTRICAL TELECOMMUNICATIONS AND SECURITY DRAWINGS, ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IF A DISCREPANCY EXISTS

BETWEEN THE ARCHITECTURAL DRAWINGS AND ENGINEER'S DRAWINGS, SUCH

DISCREPANCY SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION IN

WRITING PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT

WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR

AT CONTRACTOR'S EXPENSE.

17. OWNER WILL MAKE USE OF THE AREAS IN AND SURROUNDING THE CONSTRUCTION

AREAS. EVERY EFFORT SHALL BE MADE TO MINIMIZE THE DISTURBANCE TO

EMPLOYEES, PATRONS, AND TENANTS.

18. MANUFACTURED MATERIALS, EQUIPMENT, ETC SHALL BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS, INSTRUCTIONS, AND ABA/ADA

REQUIREMENTS UNLESS OTHERWISE NOTED.

19. IF DRAWINGS IN THIS SET ARE NOT 30"x 42" THEY HAVE BEEN REVISED FROM THEIR

ORIGINAL SIZE. SCALES NOTED ON PLANS AND DETAILS ARE NO LONGER APPLICABLE.

20. WORK SHALL CONFORM TO APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING AND OCCUPANCY PERMITS.

21. ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS GOVERNMENT FURNISHED AND

GOVERNMENT INSTALLED. COORDINATE WITH THE GOVERNMENT FOR THE REQUIRED

POWER, PLUMBING, AND OTHER REQUIRED UTILITIES AS APPLICABLE.

22. ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS GOVERNMENT FURNISHED AND

CONTRACTOR INSTALLED. COORDINATE WITH ALL SCOPE OF WORK.

23. FOR LIFE SAFETY PLANS REFER TO LS-101.

24. FOR ACCESSIBILITY REQUIREMENTS REFER TO G-111.

25. DO NOT PAINT BUILDING GROUNDING CABLES.

26. PROVIDE SURFICIAL TERMITE TREATMENT UNDER ENTIRE FOOT PRINT OF THE MED/GIB

BUILDING.

27. ALL PENETRATIONS THROUGH SHEET METAL ROOF SHALL BE COORDINATED WITH

THE SHEET METAL ROOFING MANUFACTURER / INSTALLER TO ENSURE PENETRATIONS

LAND BETWEEN SEAMS/BATTENS.

28. FURNITURE PLANS AS INDICATED ARE FOR REFERENCE PURPOSE ONLY AND ARE GFGI.

29. MOUNT ALL PIPING, EQUIPMENT, DUCTWORK, ETC. AS HIGH AS POSSIBLE IN ALL AREAS

UNLESS OTHERWISE NOTED. ALL HANGER SUPPORTS SHALL BE ATTACHED TO

STRUCTURAL STEEL. NOTHING MAY BE SUPPORTED FROM ROOF DECK.

1. PROVIDE AN AIR BARRIER SYSTEM THAT IS CONTIGUOUS AND CONNECTED ACROSS THE SIX

SURFACES OF THE BUILDING ENVELOPE.

2. ALL AIR BARRIER SYSTEMS SHALL BE FLASHED AND SEALED AIR TIGHT AT ALL WINDOWS,

DOORS, AND AT ALL WALL AND ROOF TRANSITIONS AND PENETRATIONS TO MAINTAIN A

CONTINUOUS PLANE OF AIR TIGHTNESS THROUGHOUT THE BUILDING ENVELOPE.

3. LAP ALL AIR BARRIER SYSTEMS 4" MINIMUM AND SEAL AIR TIGHT ONTO THE ADJACENT

SURFACE TO MAINTAIN A CONTINUOUS PLANE OF AIR TIGHTNESS THROUGHOUT THE BUILDING

ENVELOPE.

AIR BARRIERS

1'-6"

3'-0"

4" M

A X

IM

U

M

3' -0

4'-0" MINIMUM

3' -0

M

IN

IM

U M

HORIZONTAL

GRAB BAR

FOLDING SEAT

PROVIDE A

VERTICAL GRAB

BAR 18" MINIMUM IN

LENGTH AND 3"-6"

ABOVE

HORIZONTAL GRAB

BAR

NOTES:

1. INSIDE FINISHED DIMENSIONS MEASURED AT THE

REFERENCE

ADA/ABA FIGURE

608.2.1

CENTER POINTS OF OPPOSING SIDES.

CERAMIC TILE.

2. 3'-0" x 3'-0" DIMENSIONS ARE FROM CERAMIC TILE TO

NOTES:

CLEAR

FLOOR

SPACE

CLEARANCE REQUIREMENTS AND PROTECTIVE PANEL AT LAVATORY

1. BOTTOM OF PANEL SHALL BE AS HIGH AS POSSIBLE AND

STILL CONCEAL AND PROTECT PIPES.

2. PLACE LAVATORY BOWL AS FAR FORWARD AS POSSIBLE

AND CUT OUT PIPE PROTECTION PANEL AROUND BOWL.

M

IN

9" M

IN

M

IN

M A

X

M A

X

KNEE CLEARANCE

8" MIN

TOE CLEARANCE

6" MAX

17" MIN

30" MIN

M

IN

D E

P T

H

M

IN

M A

X

CLEAR

FLOOR

SPACE

URINAL

FIRE

EXTINGUISHER

OUTLET BOXES

(RECEPTACLES/

VOICE/DATA)

SWITCHES, CONTROLS,

THERMOSTATS AND

FIRE ALARM MANUAL

STATIONS

NOTES: NOTES:

STANDARD URINAL REQUIREMENTS

SPOUT HEIGHT AND CLEARANCE

REQUIREMENTS AT DRINKING

FOUNTAIN

SPOUT BUBBLER

1.URINALS SHALL BE STALL-TYPE

OR WALL - HUNG WITH RIM AT A

MAXIMUM OF 17" AFF

1.EQUIPMENT PERMITTED IN

SHADED AREA

M

IN

IM

U

M

30" MINIMUM

-1

/2

M

IN

1' -6

A

F F

4' -0

A

F F

4' -0

M

A X

CLEARANCE

8" MIN KNEE

CLEARANCE

6" MAX TOE

9" M

IN

M

IN

M A

X

14" MINIMUM4" MAXIMUM

ANY

AMOUNT

OBJECT

NOTES:

1. OBJECTS PROJECTING FROM WALLS WHOSE LEADING

EDGES ARE BETWEEN 27" AND 80" ABOVE FINISH FLOOR

SHALL NOT PROTRUDE MORE THAN 4" INTO WALKS, WALLS,

CORRIDORS, PASSAGEWAYS, OR AISLES.

2. OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27"

ABOVE FINISH FLOOR, MAY PROTRUDE ANY AMOUNT.

3. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR

OTHER CIRCULATING SPACES SHALL HAVE A MINIMUM 80"

CLEAR HEADROOM.

2' -3

B

E

LO

W

4" MAX

T H

A N

'-3

H

IG

H E

R

6' -8

M

IN

IM

U M

6" MIN. 6" MIN.

18" MIN,

24" MAX

63" MIN

M

IN

M A

X

ALCOVES SHALL BE A MINIMUM

18" DEEP. IN ADDITION, ALCOVES

SHALL BE A MINIMUM 63" WIDE

AND A MINIMUM OF 32" WIDE FOR

A SINGLE FOUNTAIN.

RECESSED FOUNTAINS:

1.

2.

ACCESSIBLE

COORDINATE ALCOVE SIZE

WITH THE SIZE AND NUMBER

OF DRINKING FOUNTAINS

PROVIDED FOR REQUIRED

CLEARANCES. IF CONFLICT

OCCURS,CONTRACTOR SHALL

SUBMIT RECOMMENDATION

FOR ARCHITECT'S REVIEW

AND APPROVAL

NOTE:

DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH

APPLICABLE ADA/ABA GUIDELINES.

IF ALCOVE IS GREATER THAN 24" DEEP,

THEN ALCOVE SHALL BE A MINIMUM OF

36" WIDE.

STANDARD

1. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN

SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH

SIDE. WHERE A TACTILE SIGN IS PROVIDED AT PAIR DOORS

WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON

THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED

AT PAIR DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL

BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR.

WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A

SINGLE DOOR OR THE RIGHT SIDE OF THE DOUBLE DOORS,

SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT

WALL.

NOTE:

CENTERED ON

TACTILE CHARACTERS

1'-6" MINIMUM

EQ EQ

1' -6

M

IN

IM

U M

.0

DOOR FRAME

SIGNAGE AS SCHEDULED

REFERENCE DRAWINGS

A-800.

SIGNS CONTAINING TACTILE

CHARACTERS SHALL BE

LOCATED SO THAT A CLEAR

FLOOR SPACE OF 18" x 18"

MINIMUM, CENTERED ON THE

TACTILE CHARACTERS,

IS PROVIDED BEYOND THE

ARC OF ANY DOOR SWING

BETWEEN THE CLOSED

POSITION AND 45 DEGREE

OPEN POSITION.

PUSH PLATE OR LEVER

6" AT NON-ACCESSIBLE

LOCATIONS

FLOOR SPACE

1' - 6" CLEAR

T O

B O

T T

O M

O F

H

IG

H E

S T

R A

IS

E

D C

H A

R A

C T

E R

5' -0

M

A X

IM

U

M

CENTER

9"

XXXXXX

XXXX

T O

B O

T T

O M

O F

L O

W E

S T

R A

IS

E

D C

H A

R A

C T

E R

4' -0

M

IN

IM

U M

NOTE:

REFERENCE ADA/ABA FIGURE 604.8.1.1 -

STANDARD STALL

5' - 0" MINIMUM (CLEAR)

3' - 0" MIN

1' - 6" CLEAR

6" MAX

4" MAX

3'

M

IN

C

LE

A

R

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

2'

0" M

IN

G R

A B

B A

R

3'

T O

V E

R T

IC

A

L

3'

6" M

IN

IM

U M

1'

M A

X

4'

4" M

IN

IM

U M

6" M

IN

IM

U M

W

A

LL

H U

N G

M

IN

IM

U M

F

LO

O

R M

O U

N T

E D

D

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date: By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A T

IO

N

A L G

U A

R D

N A

T

IO

N A

L G

U A

R D

T R

A

IN

IN

G

C E

N T

E R

N

G T

C

S E

A G

IR

T

N

E W

J E

R S

E Y

S U

P E

R S

T O

R M

S A

N D

Y D

IS

A

S T

E R

R E

S P

O N

S E

P R

O J E

C T

S T

R O

O P

D

IS

P E

N S

A R

Y H

E A

L T

H C

L

IN

IC

G E

N E

R A

L I N

S T

R U

C T

IO

N

B U

IL

D

IN

G

M

E D

/G

IB

FDYD9400

30 SEPTEMBER 2014

C O

N T

R A

C T

N O

W

F Y

Q -0

-D

-0

T A

S K

O R

D E

R N

U M

B E

R Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

299 Madison Avenue, Morristown, New Jersey 07962

Alfred Consoli, AIA New Jersey License: AI-14676

C L o c a l_

R e v it F ile s \N

J A

R N

G S

A N

D Y

G

IB

M

E D

-A R

C H

-V d y s o n b .r v t

/2

/2

:2 :5

P

M

G-111R. MESSEL

T. MOON

A. TESTA

GENERAL

ACCESSIBILITY

REQUIREMENTS

AND DETAILS

NOT TO SCALEC5

LAVATORIES

NOT TO SCALEB5

MISCELLANEOUS MOUNTING HEIGHTS

NOT TO SCALEA4

PROTRUDING OBJECTS

NOT TO SCALEC4

RECESSED DRINKING FOUNTAIN

NOT TO SCALED5

TACTILE SIGNS AT DOORS

NOT TO SCALEB4

TRANSFER TYPE SHOWER COMPARTMENTS

NOT TO SCALED4

TYPICAL SIGNAGE MOUNTING LOCATION AT DOOR

NOT TO SCALEA5

ACCESSIBLE TOILET STALL

GENERAL ACCESSIBILITY REQUIREMENTS

(REFER TO B5/G-111)

1. WHERE SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE FLOORS OF A BUILDING,

THEY SHALL BE MADE ACCESSIBLE TO PEOPLE WITH DISABILITIES

2. ENTRY TO SANITARY FACILITIES

A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE.

B. DOORWAYS SHALL HAVE 32" CLEAR OPENING.

C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS

TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM

APPROACH.

3. MULTIPLE ACCOMMODATION TOILET FACILITIES (HAVING MORE THAN ONE SANITARY

FIXTURE).

A. PROVIDE A CLEAR SPACE 60" IN DIAMETER AND 27" HIGH OR A CLEAR

SPACE 56" BY 63" AND 27" HIGH.

B. DOORS AT ACCESSIBLE TOILET COMPARTMENT SHALL NOT TO ENCROACH

INTO THE CLEAR SPACE REQUIREMENT.

C. PROVIDE A 28" CLEAR SPACE BETWEEN WATER CLOSET AND FIXTURE AND

32" CLEARANCE BETWEEN WATER CLOSET AND WALL.

D. A 48" LONG CLEAR SPACE IS REQUIRED IN FRONT OF THE WATER CLOSET.

A 60" CLEAR SPACE IS REQUIRED WHEN THE TOILET COMPARTMENT HAS A

SIDE DOOR.

E. DOOR TO WATER CLOSET COMPARTMENT SHALL PROVIDE 32" CLEAR

OPENING FOR END ENTRY AND 34" CLEAR OPENING FOR SIDE ENTRY AND

BE SELF-CLOSING.

F. PROVIDE A 42" CLEAR SPACE IN FRONT OF THE COMPARTMENT DOOR.

4. SINGLE ACCOMMODATION TOILET FACILITY

A. WATER CLOSET SHALL HAVE A 28" CLEARANCE FROM A FIXTURE AND 32"

FROM A WALL. MOUNT DISTANCE 18" FROM NEAR WALL TO CENTER LINE

OF FIXTURE.

B. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE 48".

5. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND BACK OF WATER CLOSET

REFER TO A5/G-111

A. GRAB BARS SHALL BE 36" ABOVE AND PARALLEL TO THE FLOOR.

B. SIDE GRAB BARS SHALL BE 42" LONG AND PROJECT 24" IN FRONT OF WATER

CLOSET STOOL. GRAB BAR AT BACK SHALL BE 36" LONG.

C. DIAMETER OF GRAB BARS SHALL BE 1 1/4" TO 1 1/2".

D. PROVIDE 1 1/2" CLEARANCE BETWEEN GRAB BARS AND PARTITIONS.

E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING,

AND ETC.) SHALL BE DESIGNED TO SUPPORT A 250 POUND LOAD.

F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

6. LAVATORIES (REFER TO C5/G-111).

A. PROVIDE A CLEAR FLOOR SPACE OF 30" BY 48" IN FRONT OF LAVATORY

TO PERMIT A FORWARD APPROACH.

B. PROVIDE A CLEAR SPACE BENEATH THE LAVATORY 29" HIGH BY 30" WIDE

BY 8" DEEP AT THE TOP AND 9" HIGH BY 30" WIDE BY 17" DEEP AT THE BOTTOM.

C. HOT AND COLD WATER SUPPLY AND VALVE AND DRAIN PIPES UNDER

LAVATORY SHALL BE INSULATED OR COVERED AND BE FREE OF SHARP

OR ABRASIVE SURFACES.

D. FAUCET CONTROLS AND OPERATING MECHANISMS (OPERABLE WITH ONE HAND)

SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR

TWISTING OF THE WRISTS, OR AN OPERATING FORCE EXCEEDING 5 POUNDS.

E. SELF CLOSING VALVES PERMITTED IF FAUCET REMAINS OPEN FOR ATLEAST 10

SECONDS.

F. BOTTOM EDGE OF MIRROR SHALL BE 40 INCHES AFF MAXIMUM.

G. A CLEAR SPACE BENEATH LAVATORIES 29 INCHES HIGH BY 30 INCHES WIDE BY 8

INCHES DEEP AT BOTTOM FROM FRONT OF LAVATORY. HOT \ WATER DRAIN

PIPES SHALL BE INSULATED.

7. URINALS (REFER TO B5/G-111).

A. RIM SHALL BE A MAXIMUM OF 17" ABOVE THE FLOOR.

B. FLUSH CONTROLS SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH A

MAXIMUM FORCE OF 3 POUNDS AND MOUNTED NO MORE THAN 44" ABOVE THE

FLOOR.

C. PROVIDE A CLEAR SPACE 30" BY 48" IN FRONT OF THE URINAL TO PERMIT A

FORWARD APPROACH.

8. WATER CLOSETS.

A. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN

17 AND 19 INCHES.

B. FLUSH CONTROLS SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH A

MAXIMUM FORCE OF 3 POUNDS, AND SHALL BE ON THE WIDE SIDE OF THE TOILET

STALL.

C. PROVIDE A 28 INCH "CLEAR AREA" BETWEEN TOILET FIXTURE AND SINK FIXTURE

AND 32 INCH "CLEAR AREA" BETWEEN TOILET FIXTURE AND WALL.

9. TOILET ROOM ACCESSORIES (WHERE PROVIDED)

A. BOTTOM EDGE OF MIRRORS SHALL BE NO HIGHER THAN 40" FROM THE FLOOR.

B. TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 7"-9" FROM THE

FRONT EDGE OF THE TOILET SEAT.

C. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY

NAPKINS, WASTE, COIN SLOTS, ETC.) SHALL BE WITHIN 40" FROM THE FLOOR.

(REFER TO B4/G-111)

1. WHEN BATHING FACILITIES (SHOWERS, LOCKERS) ARE PROVIDED AT LEAST ONE

(NOT LESS THAN 1%) SHALL BE AVAILABLE TO PEOPLE WITH DISABILITIES.

2. SHOWER COMPARTMENTS

A. SHOWER COMPARTMENTS AT LOCKER ROOMS, SHALL BE MINIMUM 36" WIDE,

36" LONG, WITH A 36" ENTRANCE OPENING COMPLIANT WITH ADA/ABA FIGURE

608.2.1. REFERENCE B4/G-111.

B. THRESHOLDS (OR RECESSED DROPS) SHALL BE A MAXIMUM OF 1/2" AND

BEVELED TO A MAXIMUM OF 1:2 (V:H).

C. SHOWER FLOOR SHALL SLOPE AT MAXIMUM 1/2" PER FOOT TO DRAIN

LOCATED 6" FROM THE REAR WALL.

D. SHOWER FLOOR SURFACE SHALL BE OF CARBORUNDUM, GRIT FACE TILE,

OR OF MATERIAL OF EQUIVALENT SLIP RESISTANCE.

(REFER TO B5/G-111)

1. DRINKING FOUNTAIN SHALL NOT ENCROACH INTO PEDESTRIAN WAYS.

2. LOCATE DRINKING FOUNTAIN IN ALCOVE NOT LESS THAN 32" WIDE AND 18" DEEP

REFERENCE C4/G-111.

3. PROVIDE A SPACE 27" HIGH AND 18" DEEP UNDER THE DRINKING FOUNTAIN.

4. BUBBLER CONTROL (LEVER OPERATED, ETC.) SHALL BE LOCATED WITHIN 6" OF THE

FRONT OF THE DRINKING FOUNTAIN AND WITHIN 33" ABOVE THE FLOOR.

5. BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE

DRINKING FOUNTAIN AND 36" MAXIMUM ABOVE THE FLOOR WITH THE WATER STREAM

PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN.

1. PROVIDE A WARNING CURB WHERE ABRUPT CHANGES OF 4 INCHES OR MORE

OCCUR BETWEEN THE SIDEWALK AND ADJACENT AREAS SUCH AS PLANTERS, ETC.

2. WARNING CURBS SHALL BE 6 INCHES ABOVE THE WALK SURFACE.

3. WARNING CURBS ARE NOT REQUIRED WHEN HANDRAILS OR GUARDRAILS ARE

PROVIDED WITH A GUIDE RAIL LOCATED 3 INCHES ABOVE THE SURFACE OF THE

WALK.

1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO

IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY

HANDICAPPED PERSONS.

A. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND.

B. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHERE BRAILLE SYMBOLS

ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS.

DOTS SHALL BE 0.1 INCH ON CENTERS IN EACH CELL WITH 0.2 INCH BETWEEN

CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025 INCH ABOVE THE

BACKGROUND.

C. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO

OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN

1:5 AND 1:10.

D. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND,

EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK

CHARACTERS ON A LIGHT BACKGROUND.

E. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY

SHALL CONFORM TO THE FOLLOWING:

(1) LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR RECESSED

1/32" MINIMUM AND SHALL BE SANS SERIF CHARACTERS.

(2) RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF

5/8" HIGH. RECESSED CHARACTERS OR SYMBOLS SHALL HAVE

A 3/4" MINIMUM STROKE WIDTH.

2. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR

FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE

CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE

CLOSED POSITION AND 45 DEGREE OPEN POSITION. REFER TO D5/G-111.

1. AT AREAS OF THE PROJECT THAT ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES,

OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE FINISHED FLOOR

SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, ETC. REFER TO

A4/G-111.

1. EVERY ALARM SIGNALING DEVICE SHALL BE OF THE SAME BASIC TYPE BELLS,

HORNS, SPEAKERS, ETC. AS ALL OTHER SIGNALING DEVICES IN THE FACILITY.

1. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE

HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT

LESS THAN 60 FLASHES PER MINUTE AND SHALL BE SYNCHRONIZED.

1. REFER TO A-405 FOR TOILET ROOM ACCESSORIES, FIXTURES AND MOUNTING HEIGHTS.

2. THESE REQUIREMENTS ARE FOR GENERAL REFERENCE AND MAY NOT BE APPLICABLE TO

ALL PORTIONS OF THE PROJECT. THE FACILITY MAY BE EXEMPT AT SPECIFIC LOCATIONS BASED

UPON THE FUNCTION OF THE FACILITY.

3. THESE REQUIREMENTS HAVE BEEN/SHALL BE APPLIED TO ALL AREAS OF THE BUILDING NOTED

ON G-112.

1. A MINIMUM SPACE OF 30" BY 48" IS REQUIRED TO ACCOMMODATE A WHEELCHAIR FOR

FORWARD OR PARALLEL APPROACH. AREAS UNDER PROJECTING OBJECTS MAY BE USED

WHEN ENOUGH KNEE SPACE IS AVAILABLE.

2. FORWARD REACH

A. MAXIMUM 48" HIGH UNOBSTRUCTED REACH PERMITTED FOR FORWARD

APPROACH.

B. MINIMUM 15" LOW REACH PERMITTED FOR FORWARD APPROACH.

C. MAXIMUM 44" HIGH REACH PERMITTED WHEN REACH IS OVER AN

OBSTRUCTION BETWEEN 20" AND 25" WIDE.

3. SIDE REACH

A. MAXIMUM 48" HIGH REACH UNOBSTRUCTED REACH PERMITTED FOR

PARALLEL APPROACH.

B. MINIMUM 15" LOW REACH PERMITTED FOR PARALLEL APPROACH

C. MAXIMUM 46" HIGH REACH PERMITTED WHEN REACH IS OVER AN

OBSTRUCTION BETWEEN 10" AND 24" WIDE.

4. ADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES

A. WHEN FORWARD APPROACH INTO ALCOVE EXCEEDS 24" PROVIDE A 36"

WIDTH.

B. WHEN PARALLEL APPROACH INTO ALCOVE EXCEEDS 15" PROVIDE A 60"

LENGTH.

1. THE SURFACE OF THE FLOOR SHALL BE SLIP-RESISTANT.

1. ALL DESIGNATED PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE

ACCESSIBLE TO PEOPLE WITH DISABILITIES AS RECOGNIZED BY ADA/ABA. REFER TO

G-112.

1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED 34" TO 44" ABOVE THE

FLOOR AND BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE.

2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR

DOORS AND 5 POUNDS FOR INTERIOR DOORS.

3. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH

UNINTERRUPTED SURFACE.

4. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT

90 DEGREES TO THE CLOSED POSITION.

5. ONE DOOR OF A PAIR OF DOORS SHALL MEET THE MINIMUM WIDTH REQUIREMENTS.

6. MAXIMUM HEIGHT OF THRESHOLD SHALL BE 1/2". MAXIMUM VERTICAL CHANGE AT EDGE IS

1/4" WITH A MAXIMUM LEVEL OF 45 DEGREE.

7. THE SPACE BETWEEN TWO CONSECUTIVE DOORS (VESTIBULE) SHALL PROVIDE A MINIMUM OF 48

INCHES CLEAR DEPTH BETWEEN THE OPEN AND SECOND CLOSED DOOR. BOTH DOORS AT A

VESTIBULE SHALL SWING IN THE SAME DIRECTION, OR AWAY FROM THE SPACE BETWEEN THEM.

8. EXIT DOORS SHALL SWING IN DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS

AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE.

9. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS SHALL COMPLY WITH THE INTERNATIONAL

BUILDING CODE.

10. THE WIDTH OF THE DOOR'S "CLEAR AREA" ON THE SWING SIDE OF THE DOOR SHALL EXTEND 24

INCHES PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18 INCHES PAST STRIKE JAMB FOR

INTERIOR DOORS.

11. THERE SHALL BE A CLEAR AREA ON EACH SIDE OF THE DOOR, 60 INCHES DEEP IN THE

DIRECTION OF THE DOOR SWING AND 44 INCHES DEEP IN THE OPPOSITE DIRECTION OF THE

DOOR SWING.

1. WALKS SHALL BE A MINIMUM 48 INCHES WIDE AND CONTINUOUS WITHOUT INTERRUPTIONS.

2. ABRUPT CHANGES SHALL NOT EXCEED 1/4" VERTICAL OR 1/2" BEVELED. CHANGES GREATER

THAN 1/2" SHALL COMPLY WITH REQUIREMENTS FOR CURB RAMPS. NOT STEEPER THAN 1:2

3. WALKS WITH SLOPES GREATER THAN 5% SHALL COMPLY WITH RAMP REQUIREMENTS.

4. WALKS WITH SLOPES 5% AND GREATER SHALL HAVE A 5' LANDINGS EVERY 400 FEET.

5. CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT.

6. GRATINGS SHALL HAVE A 1/2" MAXIMUM OPENING IN THE DIRECTION OF TRAVEL.

7. PROVIDE A 5' X 5' LANDING ON THE WALK SIDE OF DOORS THAT SWING TOWARD THE WALK.

8. PROVIDE A LANDING 48 INCHES WIDE BY 44 INCHES DEEP ON THE WALK SIDE OF DOORS

THAT SWING AWAY FROM THE WALK.

9. WALK SHALL EXTEND 24 INCHES TO THE SIDE OF STRIKE EDGE OF DOOR THAT SWINGS TOWARD

THE WALK.

1. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH

THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH.

2. THE OPEN SPACE BETWEEN THE INTERMEDIATE RAILS IN AREAS OF COMMERCIAL AND

INDUSTRIAL-TYPE OCCUPANCIES WHICH ARE NOT ACCESSIBLE TO THE PUBLIC MAY BE SUCH

THAT A SPHERE OF 12 INCHES IN DIAMETER MAY NOT PASS THROUGH.

3. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM ELEMENT OF A

GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY SHALL BE OF SUCH SIZE THAT A SPHERE 6

INCHES IN DIAMETER CANNOT PASS THROUGH.

GENERAL

CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS

FLOORS

ENTRANCES, DOORS AND DOORWAYS

DOORS

WALKS AND SLOPES

GUARDRAIL

SANITARY FACILITIES BATHING FACILITIES

DRINKING FOUNTAINS

HAZARDS

SIGNS OF IDENTIFICATION

PROTRUDING OBJECTS

SIGNALING DEVICE

ALARMS

G-111G-111

G-111

G-111

G-111

G-111

G-111 G-111

1 2 3 4 5 6 10

A

B

C

D

E

F

G

H

97 8

MULTI-PURPOSE

TRAINING AREA

G-102b

AV/TA STORAGE

G-107

MATERIAL REPRO

G-114

IT TELECOM

G-115

MECHANICAL

G-118

GENERAL

ADMINISTRATION

G-103

VENDING

G-105

BREAK ROOM

G-106

PHYSICAL FITNESS

G-111

FACILITY MAINT. STOR.

G-110

FAC. MAINT. STOR.

G-112

FAC. MAINT. STOR.

G-113

VESTIBULE

G-120

CORRIDOR

G-119

PUBLICATION

STORAGE

G-109

CORRIDOR

G-104

GIB LOBBY

G-101

M A

T C

H L

IN

E

F O

R C

O N

T

IN

U A

T

IO

N R

E F

E R

E N

C E

C 1/

G -1

ELECTRICAL

G-117

WOMENS TOILET

G-116A

WOMENS

SHOWER/LOCKER

G-116B

MENS

SHOWER/LOCKER

G-108B

MENS TOILET

G-108A

MULTI-PURPOSE

TRAINING AREA

G-102a

2 4

1 3

9 7 6 59 7 6

7 6 5

GENERAL INSTRUCTION BUILDING (GIB)

9 7 6

9.5

OFFICE

G-103a

CORRIDOR

G-121

9.6

10 11 12 14 16 17 19

A

B

C

D

E

F

G

H

181513

SOILED UTILITY

M-142

CLEAN UTILITY

M-140

PROVIDER OFFICES

M-138

(RECORD)

NURSES MANAGER

M-126

OFFICE

M-127

OFFICE

M-128

SCOPE WASH ROOM

M-129

NCIOP/LCPO LPO

OFFICE

M-124

MEDICAL ADMIN.

OFFICES

M-125

SCREENING

M-113

PATIENT TOILET

M-114

PATIENT TOILET

M-116

MEDICAL EXAM ROOM

M-107

(VISION)

MEDICAL EXAM ROOM

M-106

MEDICAL EXAM ROOM

M-105

MEDICAL EXAM ROOM

M-108

IMMUNIZATION

M-112

TREATMENT ROOM

M-104

(HEARING)

MEDICAL EXAM ROOM

M-103

MED LOBBY

M-101

CORRIDOR

M-123

MEDICAL EXAM ROOM

M-102

MEDICAL EXAM ROOM

M-109

LAB

M-115

FACILITY MAINT.

STOR.

G-121

ADVICE NURSE AREA

M-120

(DENTAL)

ADVICE NURSE AREA

M-119

(DENTAL)

ADVICE NURSE AREA

M-118

(DENTAL)

ADVICE NURSE AREA

M-121

(PANO)

IMMUNIZATION

HOLDING

M-110

CENTRAL WAITING

M-111

EQUIPMENT STORAGE

M-141

FACILITY

MAINTENANCE

STORAGE

M-139

INFO DESK

M-137

MEDICAL EXAM

M-122

M A

T C

H L

IN

E

F O

R C

O N

T

IN

U A

T

IO

N R

E F

E R

E N

C E

A 1/

G -1

STAFF LOUNGE

M-130

WOMEN

M-132

JAN.

M-133

MEN

M-134

WOMENS STAFF

TOILET

M-135

MENS STAFF TOILET

M-136

2 6 7 9

5 7 9

TROOP DISPENSARY / HEALTH CLINIC (MED)

ACCESSIBILITY PLAN LEGEND

ACCESSIBILITY PLAN GENERAL NOTES

DENOTES AREAS THAT ARE ACCESSIBLE

ACCESSIBLE AREA SHALL COMPLY WITH THE ACCESSIBILITY STANDARD IS ICC/ANSI A117.1-2003

[NJAC 5:23-7.1]

1.

ACCESSIBILITY PLAN KEYED NOTES

N

D

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date: By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A T

IO

N

A L G

U A

R D

N A

T

IO

N A

L G

U A

R D

T R

A

IN

IN

G

C E

N T

E R

N

G T

C

S E

A G

IR

T

N

E W

J E

R S

E Y

S U

P E

R S

T O

R M

S A

N D

Y D

IS

A

S T

E R

R E

S P

O N

S E

P R

O J E

C T

S T

R O

O P

D

IS

P E

N S

A R

Y H

E A

L T

H C

L

IN

IC

G E

N E

R A

L I N

S T

R U

C T

IO

N

B U

IL

D

IN

G

M

E D

/G

IB

FDYD9400

30 SEPTEMBER 2014

C O

N T

R A

C T

N O

W

F Y

Q -0

-D

-0

T A

S K

O R

D E

R N

U M

B E

R Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

299 Madison Avenue, Morristown, New Jersey 07962

Alfred Consoli, AIA New Jersey License: AI-14676

C L o c a l_

R e v it F ile s \N

J A

R N

G S

A N

D Y

G

IB

M

E D

-A R

C H

-V d y s o n b .r v t

/6

/2

:1 :4

P

M

G-112R. MESSEL

T. MOON

A. TESTA

GENERAL

ACCESSIBILITY PLANS

1/8" = 1'-0"A1

GIB PARTIAL ACCESSIBILITY PLAN

1/8" = 1'-0"C1

MED PARTIAL ACCESSIBILITY PLAN

1 ELECTRICAL / IT / MACHINE ROOMS ARE NOT REQUIRED TO BE ACCESSIBLE PER ABA

2 CUSTODIAL ROOMS ARE NOT REQUIRED TO BE ACCESSIBLE PER ABA.

3 MECHANICAL ROOMS ARE NOT REQUIRED TO BE ACCESSIBLE PER ABA

4 STORAGE ROOMS ARE NOT REQUIRED TO BE ACCESSIBLE PER ABA

5 ACCESSIBLE PUBLIC ENTRANCE

6 ACCESSIBLE EGRESS DOOR

7 REFERENCE SITE DRAWINGS FOR PAVEMENT ON EXTERIOR SIDE OF EGRESS

DOORS FOR ACCESSIBLE PATHWAYS

8 PADDLE FOR AUTOMATIC DOOR OPERATOR IN PEDESTAL REFERENCE A5/A-532

9 PROVIDE TACTILE EXIT SIGN ON WALL ADJACENT TO LATCH SIDE OF DOOR 54" AFF

FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER STATING "EXIT"

10 INTERIOR PADDLE FOR AUTOMATIC DOOR OPERATOR

1/8" = 1'-0"

24'4' 8' 16'

1 12/23/2014 BJD DCA COMMENTS

everetdl

B

A

1 2 3 4 5

N E

W J

E R

S E

Y A

R M

Y N

A

TI

O N

A L

G U

AR

D

N A

TI

O

N A

L G

U A

R D

T R

A

IN

IN

G

C

EN

TE

R

(N G

TC

SE

A

G

IR

T, N

EW

J

ER

SE

Y

C O

N

TR

A C

T N

U M

B E

R : W

FY

Q -0

9- D

-0

TA

SK

O

R D

E R

N U

M

BE

R : Z

K1

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

LIFE SAFETY OVERALL SITE PLAN

LS-001

everetdl

� � ���� �������� #�� �����0���� � / #�� ������ ����� �������� $��� +���/&

� 6

� ��� �:;;<=6

.9

����/9

�2�

�0

�4

�5�

�7

�2, <9 8< <9

�9

�88�,�� �����'��>�4�,��� �����4����� ������9?8@�

��A���������� 4��-�

:A 9B C� <D E6C #E B< 8@ C� C�

CF

8G 9= 9G 9=

�HD

(2009 EDITION)

NATIONAL STANDARD PLUMBING CODE (2009 EDITION)

DCA Comment2

APPROXIMATEAPPROX

ASPHALTASPH

CONCRETECONC

BLDG

CATCH BASINCB

CI

CO

CURB INLET

CONN CONNECTION

COR

CTR CENTER

CENTERLINE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

E

EA EACH

EL/ELEV ELEVATION

EMH ELECTRIC MANHOLE

FH

FT

EXISTINGEX/EXIST

FIRE HYDRANT

FOOT, FEET

G

IN

GAS

INCH

L

MH

INV INVERT

LENGTH

MAX MAXIMUM

MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NTS

N NORTH

NOT TO SCALE

R

S

PVMT PAVEMENT

RADIUS

REF REFERENCE

REQ'D REQUIRED

SOUTH

CONTRACTING OFFICER REPRESENTATIVE

DIP DUCTILE IRON PIPE

LF LINEAR FEET

GV GATE VALVE

SAN SANITARY SEWER

RCP REINFORCED CONCRETE PIPE

PVC POLYVINYL CHLORIDE PIPE

EDGE OF PAVEMENTEP

CL C/L

C&G CURB AND GUTTER

INLET PROTECTIONIP

SCE STABILIZED CONSTRUCTION ENTRANCE

OUTLET PROTECTIONOP

SF SILT FENCE

GMH GAS MANHOLE

TYP TYPICAL

UG UNDERGROUND

W

W/

UTIL UTILITY

WITH

W/O WITHOUT

TC TOP OF CURB

WEST/WATER

WM WATER METER

TMH TELECOMMUNICATIONS MANHOLE

TELCO TELECOMMUNICATIONS

TD TRENCH DRAIN

WV WATER VALVE

BUILDING

VTP VITRIFIED TERRA COTTA PIPE

CU

EAST/ELECTRIC

UNDERGROUND COMMUNICATION LINE

SD STORM SEWER LINE

SS SANITARY SEWER LINE

CMP CORRUGATED METAL PIPE

ACP

W WIDE

NIC NOT IN CONTRACT

AT GRADE INLET PROTECTIONAGIP

CIP CURB INLET PROTECTION

NJDEP NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION

NJAC NEW JERSEY ADMINISTRATIVE CODE

1.BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON A FIELD RUN SURVEY BY HERBERT, ROWLAND & GRUBIC, INC.

AND T-3 GLOBAL STRATEGIES IN JULY 2008 AS ILLUSTRATED ON A PLAN TITLED "EXHIBIT SHOWING EXISTING BOUNDARY, TOPOGRAPHY AND RECORD EASEMENTS FOR NEW JERSEY NATIONAL GUARD TRAINING CENTER" DATED OCTOBER 17, 2008, REFERENCING INFORMATION TAKEN FROM A PLAN PREPARED BY THOMAS TYLER MOORE ASSOCIATES, INC. ENTITLED "BOUNDARY SURVEY OF NEW JERSEY NATIONAL GUARD TRAINING CENTER", DATED

AUGUST 21, 1982.

2.EASEMENTS SHOWN AND IDENTIFIED WITH INFORMATION OF RECORD ARE BASED UPON A TITLE SEARCH AND REPORT ISSUED BY RALPH A. ROMANO, NEW JERSEY DIRECT STATE MANAGER, CHICAGO TITLE INSURANCE COMPANY, REFERENCE NUMBER 2008-50296, FOR SEA GIRT BOROUGH, BLOCK 85 LOT 1, TRANSMITTED BY LETTER DATED JUNE 10, 2008.

3.TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY T3 GLOBAL STRATEGIES, INC., AND IS BASED UPON AERIAL PHOTOGRAPHY OBTAINED IN (OR ABOUT) DECEMBER 2006. THE TOPOGRAPHIC MAP MEETS OR EXCEEDS NATIONAL

MAP ACCURACY STANDARDS AND WAS SUPPLEMENTED BY FIELD SURVEY EFFORTS IN MAY 2011.

4.HORIZONTAL CONTROL PROVIDED BY HERBERT, ROWLAND AND GRUBIC, INC., AND IS BASED UPON NEW JERSEY STATE PLANE COORDINATES AS ESTABLISHED IN THE NORTH AMERICAN DATUM OF 1983 (NAD83(86)).

5.VERTICAL CONTROL BY HERBERT, ROWLAND AND GRUBIC, INC., AND IS BASED UPON THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88).

6. A WRITTEN "WAIVER AND DIRECTION NOT TO SET CORNER MARKERS" HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, c.14 (N.J.S.A. 45:8-36.3) AND N.J.A.C. 13:40-5.1(d), AS RECEIVED AT THE TIME OF THE OCTOBER 2008

BOUNDARY SURVEY.

7.UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED ON THE SITE BY VAN NOTE HARVEY ASSOCIATES, AND LOCATED EITHER BY FIELD SURVEYS, FROM RECORD PLANS, OR FROM EXISTING DRAWINGS DURING THE 2008 SURVEY. UTILITIES HAVE BEEN REVIEWED AND OR SUPPLEMENTED AS PART OF THE 2011 SURVEY SERVICE. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, OR THAT THEY ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FOR THE

INFORMATION AVAILABLE.

8.THE TIDELANDS SHOWN HEREON WERE IMPORTED FROM GIS MAP DATA (NAD83) OBTAINED FROM THE NEW JERSEY D.E.P.

AS RECEIVED FOR THE OCTOBER 2008 BOUNDARY SURVEY. IT IS THE RESPONSIBILITY OF ALL DESIGNERS, CONTRACTORS, OR END USERS OF THESE PLANS TO VERIFY THE LIMIT OF ANY TIDELANDS PRIOR TO ANY IMPROVEMENTS OR

CONSTRUCTION ACTIVITY IN OR NEAR THE VICINITY OF THE TIDELANDS.

9.WET AREAS SHOWN HEREON ARE BASED UPON A PLAN TITLED "EXHIBIT SHOWING EXISTING BOUNDARY, TOPOGRAPHY AND RECORD EASEMENTS FOR NEW JERSEY NATIONAL GUARD TRAINING CENTER" DATED OCTOBER 17, 2008. NO OTHER WET

AREAS WERE OBSERVED DURING THE EXECUTION OF THE 2011 SURVEY.

10.FLOOD ZONES SHOWN HEREON ARE A GRAPHICAL DEPICTION BASED UPON FEMA FLOOD INSURANCE RATE MAPS 34025C0456F & 34025C0457F. ZONE X DEFINED AS AREAS OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN. ZONE X (OTHER FLOOD AREAS) DEFINED AS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE AE DEFINED AS SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE

1% ANNUAL CHANCE FLOOD, WITH BASE FLOOD ELEVATIONS DETERMINED.

11. NORTH ARROW DEPICTED ON ALL CIVIL PLANS DESIGNATES TRUE NORTH.

CO

FH

S

WV

FM

OR

MB

X

+ 7.6

EXISTING STORMWATER MANHOLE OR INLET

EXISTING STORMWATER PIPE

EXISTING SANITARY SEWER MANHOLE

EXISTING FIRE HYDRANT

EXISTING CLEANOUT

EXISTING WATER LINE

EXISTING WATER VALVE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY SEWER FORCE MAIN

EXISTING GUIDE RAIL

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING SIGN

EXISTING MAILBOX

EXISTING DITCH OR SWALE

EXISTING STREAM LINE

EXISTING FENCE

2011 SURVEY LIMITS

TREE

EXISTING CONTOUR

EXISTING SPOT ELEVATION

15"

Spruce

EXISTING BUILDING FOOTPRINT

DOOR LOCATION

TRAFFIC/PARKING SIGN

BUILDING FOOTPRINT

DOUBLE SWING GATE

CONCRETE CURB

CONCRETE PAVEMENT/SIDEWALK

ASPHALT PAVEMENT

PEDESTRIAN CROSSWALK

HANDICAP PARKING SPACE

MAJOR CONTOUR

MINOR CONTOUR

STORM MANHOLE

CATCH BASIN

STORM SEWER

WATER MAIN

GAS MAIN

TELECOMMUNICATION DUCTBANK

SANITARY SEWER

VALVE

FIRE HYDRANT

SANITARY SEWER MANHOLE

C

SD

ASBESTOS CEMENT PIPE

U

E U ELECTRICAL LINE

LIGHT POLE

ELECTRICAL MANHOLE

PIV

1. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON BEST AVAILABLE RECORD MAPPING AND TOPOGRAPHIC SURVEY.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION

NECESSARY TO COMPLETE THE REQUIRED WORK.

2. ANY UTILITIES SHOWN TO BE REMOVED OR ABANDONED IN PLACE ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.

CONTRACTOR SHALL NOTIFY AND SCHEDULE ANY INTENDED UTILITY INTERRUPTIONS WITH THE CONTRACTING OFFICER

REPRESENTATIVE PRIOR TO WORK.

3. COORDINATE ANY UTILITY REMOVAL WITH THE SITE UTILITY PLANS.

4. REMOVE ALL CURB, GUTTER, SIDEWALKS, ASPHALT PAVEMENT, CONCRETE PAVEMENT, BUILDINGS, AND CONCRETE PADS

WITHIN THE LIMITS OF CONSTRUCTION.

5. COORDINATE WITH SITE LAYOUT & GRADING PLANS FOR LIMITS OF REMOVAL

6. ALL UTILITIES MARKED AS TO BE ABANDONED IN PLACE ARE TO REMAIN IN SERVICE UNTIL NEW UTILITIES ARE INSTALLED.

EXISTING PAVEMENT DEMOLITION

TREE REMOVAL

UTILITY STRUCTURE REMOVAL

UTILITY LINE REMOVAL

S

D

SURVEY NOTES

GENERAL NOTES

SITE REMOVAL NOTES

CIVIL ABBREVIATIONS EXISTING CONDITIONS LEGEND

SITE REMOVAL LEGEND

SITE WORK LEGEND

CONCRETE CURB REMOVAL

EXISTING GAS LINE

EXISTING ELECTRIC LINE

EXISTING STORM LINE

EXISTING COMMUNICATION LINE

ABI ADDITIVE BID ITEM

TREE LINE

CLEANOUT

1. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT NEW JERSEY ONE CALL AT 1-800 272-1000 OR (732) 394-3000

TO LOCATE AND MARK ALL EXISTING UTILITIES.

2. CONTRACTOR SHALL CONSTRUCT ALL SANITARY AND STORM SEWERS, BEGINNING AT THE MOST DOWNSTREAM

LOCATION AND CONSTRUCT UPSTREAM.

3. CONTRACTOR SHALL DIG TEST PITS AT ALL UTILITY TIE IN LOCATIONS AND EXISTING UTILITY CROSSINGS TO VERIFY EXISTING INVERT INFORMATION, PIPE SIZES, AND MATERIALS. IF FINDINGS DIFFER FROM WHAT IS SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY, PRIOR TO ANY

CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE NECESSARY ADAPTERS TO TRANSITION FROM DIFFERENT PIPE SIZES AND MATERIALS SHOWN ON MECHANICAL, PLUMBING AND FIRE PROTECTION PLANS, TO PIPE SIZES AND MATERIALS SHOWN ON THE SITE

UTILITY PLANS.

5. SANITARY SEWER LINES AND WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10' OF HORIZONTAL SEPARATION. THE WATER MAIN SHALL BE INSTALLED A MINIMUM OF 18" ABOVE THE SEWER LINE AND IN A SEPARATE TRENCH. WHERE NEITHER OF THESE SEPARATIONS CAN BE PROVIDED AND/OR THE WATER MAIN NEEDS TO CROSS UNDER THE SEWER LINE, THE SEWER LINE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10' ON EITHER SIDES OF THE WATER LINE. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. ALL SANITARY SEWER MAINS SHALL BE CONSTRUCTED

IN ACCORDANCE WITH NJAC 7:14 A-23 REQUIREMENTS.

6. PROVIDE A MINIMUM OF 36 INCHES COVER OVER ALL SANITARY SEWER MAINS.

7. PROVIDE A MINIMUM OF 42 INCHES COVER OVER ALL WATER MAINS.

8. PROVIDE 45° VERTICAL BENDS TO ROUTE WATERLINES BENEATH OTHER UTILITIES WHERE THERE IS A CONFLICT, AS REQUIRED.

9. CONTRACTOR SHALL REROUTE AND RELOCATE ANY EXISTING UTILITIES IMPACTED BY CONSTRUCTION AS NECESSARY TO MAINTAIN PROPER COVER AND SERVICE OF EXISTING UTILITIES AFTER FINAL GRADING.

10. ALL DIMENSIONS SHOWN ON SITE LAYOUT PLANS ARE PERPENDICULAR AND ARE EITHER TO THE INSIDE FACE OF

CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.

11. PAVEMENT MARKINGS SHALL BE APPLIED PER SPECIFICATIONS AND AS INDICATED BELOW:

A) PARKING SPACE MARKINGS SHALL BE 4 INCH WIDE WHITE LINES.

B) AREAS DESIGNATED AS NO PARKING WITHIN THE POV PARKING LOT SHALL BE 4 INCH WIDE YELLOW LINES MARKING ALL EDGES OF THE NO PARKING AREA, AS INDICATED ON THE SITE LAYOUT PLANS. THE NO PARKING AREAS SHALL BE MARKED WITH 4 INCH WIDE YELLOW DIAGONAL LINES AT A 45° ANGLE, AND SPACED 12 INCHES

APART.

12. COORDINATES SHOWN ON SITE LAYOUT PLANS ARE EITHER TO THE CORNER OF BUILDINGS OR CONCRETE UTILITY

PADS.

13. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AWAY FROM ALL BUILDINGS.

14. ALL BENDS ON PVC SEWER LINE ARE 45°, UNLESS NOTED OTHERWISE.

15. ALL FEATURES ARE PERPENDICULAR TO ONE ANOTHER, UNLESS NOTED OTHERWISE.

16. A SINGLE, ON-SITE CONSTRUCTION BENCHMARK SHALL BE ESTABLISHED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. RELOCATION OF THE CONSTRUCTION BENCHMARK SHALL NOT BE PERMITTED.

17. DEWATERING WILL BE REQUIRED FOR THIS PROJECT. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN, AS NOTED

IN THE SPECIFICATIONS, FOR REVIEW AND APPROVAL.

18. CONTRACTOR SHALL COORDINATE WITH ON-GOING CONSTRUCTION OF THE SUPERSTORM SANDY DISASTER RESPONSE TELECOM/IT INFRASTRUCTURE PROJECT, TROOP DISPENSARY/HEALTH CLINIC AND ENGINEERING HOUSING MAINTENANCE SHOP AND VEHICLE MAINTENANCE SHOP (EHMS/FMS) AND POWER PLANT BUILDING (PPB)

PROJECT.

D

C

B

A

1 2 3 4 5

Designed By:

Drawn By:

Checked By:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

Key Plan:

Revision:

Date:

By: Description:

N E

W J

E R

S E

Y A

R M

Y N

A

TI

O N

A L

G U

A R

D N

A

TI

O N

A L

G U

A R

D T

R A

IN

IN

G C

E N

TE

R

(N G

TC

S E

A G

IR

T, N E

W J

E R

S E

Y

SU

PE

R

ST

O R

M S

AN

D

Y D

IS

AS

TE

R

R

ES

PO

N

SE

P

R O

JE

C

TS

TR

O O

P D

IS

PE

N

SA

R Y

/ H

EA

LT

H

C

LI

N

IC

G

EN

ER

AL

IN

ST

R

U C

TI

O

N B

U

IL

D

IN

G (M

ED

/G

IB

FDYD9400

C O

N

TR

A C

T N

U M

B E

R : W

FY

Q -0

9- D

-0

TA

S K

O R

D E

R N

U M

B E

R : Z

K

30 SEPTEMBER 2014

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

Michael R. Lorenz, PE New Jersey License: 24GE03515600

299 Madison Avenue, Morristown, New Jersey 07962

CIVIL

NOTES,

ABBREVIATIONS,

AND LEGENDS

R. CROWLEY

M. WERDER

D. CALLAHAN C-001

AREA DRAIN

E

AD AREA DRAIN

RTI REGIONAL TRAINING INSTITUTE

EROSION AND SEDIMENT CONTROL LEGEND

CONSTRUCTION ENTRANCE

CUBR INLET PROTECTION

CIP

AGIP

AT GRADE INLET PROTECTION

SF SILT FENCE

LIMITS OF DISTURBANCE

TP TREE PROTECTION

DIVERSION DIKE

UNDERDRAIND

TOS TOP OF STRUCTURE

AREA DRAIN

EXTRA-STRENGTH VITRIFIED PIPEESVP

EveretDL Text Box

EveretDL

Professional Engineer

B

A

2 3 4 5

N E

W

J E

R S

E Y

R M

Y

N

A T

I O

N A

L

G

U A

R D

N A

T I O

N A

L

G

U A

T

A

I N

I N

G

C

E N

T E

R

N

G T

C

S E

A

G

I R

T

N

W

J

R S

E Y

C O

N T

R A

N

U M

B E

R

W

F Y

Q

D

T A

S K

O

D

M

B E

R

Z

K

100% BID-FINALS SUBMISSION, ISSUED FOR CONSTRUCTION

CIVIL

EXISTING CONDITIONS /

SITE DEMOLITION PLAN

R. CROWLEY

M. WERDER

D. CALLAHAN C-101

KEY NOTES:

SHEET NOTES:

KEY PLAN

SCALE: 1" = 400'

KEY PLAN

0 20 40

A1

EXISTING CONDITIONS/SITE DEMOLITION PLAN

REMOVE 12" VCP STORM PIPE.

1. CONTRACTOR SHALL COORDINATE WITH ON-GOING CONSTRUCTION

OF THE REGIONAL TRAINING INSTITUTE (RTI) PROJECT.

2. CONTRACTOR SHALL COORDINATE WITH ON-GOING CONSTRUCTION

OF THE SUPERSTORM SANDY DISASTER RESPONSE TELECOM/IT

INFRASTRUCTURE PROJECT.

REMOVE TOP TO AT LEAST 24" BELOW PROPOSED GRADE AND FILL

REMAINING STRUCTURE WITH CONCRETE.

REMOVE 15" CONCRETE STORM PIPE.

REMOVE EXISTING TREE.

REMOVE EXISTING LIGHTPOLE.

REMOVE EXISTING SIDEWALK.

REMOVE EXISTING CONCRETE CURB.

8 SEAL 15" PIPE OPENING AT MANHOLE 114.

EXISTING BUILDING #41, ASSOCIATED…