B08_Solit_140P2021R0056_-_Attachment_2_-_Combined_Drawings.pdf

THOMAS

JEFFERSON

MEMORIAL

A/E FIRM - P15PC00037 Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design

Development (Title I)

OR

Variance from Design Development (Title I)

Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Date

Project Manager Date

UNITED STATES

TITLE OF DRAWING

DEPARTMENT OF THE INTERIOR

NAME OF PARK

REGION COUNTY STATE

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

PLUMBING:

HENRY ADAMS, LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS, LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON, D.C.

MECHANICAL:

HENRY ADAMS, LLC

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

:0 :3

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

FINAL CONSTRUCTION

DOCUMENTS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

REHABILITATION OF THE THOMAS

JEFFERSON MEMORIAL LOWER LEVEL &

EXHIBITS

NATIONAL MALL & MEMORIAL PARKS

NAT'L CAPITAL WASHINGTON D.C.

165367

303091

1 219

WASHINGTON, DC

NATIONAL MALL & MEMORIAL PARKS

THIS PROJECT

THEODORE

ROOSEVELT

MEMORIAL

BRIDGE

C STREET

VIRGINIA AVENUE

CONSTITUTION AVENUE

R D

S T R E E T

LINCOLN

MEMORIAL

AR

LIN

GT

ON

ME

MO

RIA

L

BR

IDG

E

VIETNAM

VETERANS

MEMORIAL

CONSTITUTION

GARDENS

LAKE

T H

S T R E E T

T H

S T R E E T

T H

S T R E E T

THE ELLIPSE

REFLECTING POOL

INDEPENDENCE AVENUE

POTOM

AC

RIVER

WASHINGTON

MONUMENT

T H

S T R E E T

T H

S T R E E T

THOMAS

JEFFERSON

MEMORIAL

OUTLET

BRIDGE

WASHINGTON

CHANNEL

NATIONAL

CAPITAL

REGIONAL

OFFICE

INLET

BRIDGE

TIDAL BASIN

OH

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IN

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EAST B

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AS

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EM

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ID

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1,200 0 1,200

SCALE OF FEET

ARLINGTON

CEMETERY

LINCOLN

MEMORIAL

ME

MO

RIA

L

BR

IDG

E

POTOMAC

PKW

Y.

R D

S T R E E T

T H

S T R E E T

E STREET

AVE

K STREET

T H

S T R E E T

CONSTITUTION AVE.

WASHINGTON

MONUMENT

INDEPENDENCE

AVE.

W A S H

IN

G T O N

B L V D

NOT TO SCALE

JEFFERSON

MEMORIAL

X 802 / 165367

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:2 :2

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

SHEET INDEX

NATIONAL MALL & MEMORIAL PARKS

165367

303091

2 219

G1.1

DLP

DLP

JRG

07/01/2021

INDEX TO DRAWINGS

SHEET SUB SHEET TITLE OF SHEET

172 TY0.1 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

173 TYD1.1 LOWER LEVEL DEMOLITION SECURITY PLAN

174 TYD1.3 PORTICO LEVEL DEMOLITION SECURITY PLAN

175 TY1.1 LOWER LEVEL NEW WORK SECURITY PLAN

176 TY1.2 MEZZANINE LEVEL NEW WORK SECURITY PLAN

177 TY1.3 PORTICO LEVEL NEW WORK SECURITY PLAN

178 TY2.1 ENLARGED PLANS

179 TY5.1 SECURITY DETAILS

180 TY5.2 SECURITY DETAILS

181 TY5.3 SECURITY DETAILS

182 TY6.1 SECURITY DIAGRAMS

183 TY6.2 SECURITY DIAGRAMS

184 TY7.1 SECURITY SCHEDULES

SHEET SUB SHEET TITLE OF SHEET

164 TN0.1 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

165 TD1.1 LOWER LEVEL DEMOLITION TELECOM PLAN

166 TN1.1 LOWER LEVEL NEW WORK TELECOM PLAN

167 TN1.2 MEZZANINE LEVEL NEW WORK TELECOM PLAN

168 TN1.3 PORTICO LEVEL NEW WORK TELECOM PLAN

169 TN5.1 TELECOM DETAILS

170 TN5.2 TELECOM DETAILS

171 TN6.1 TELECOM RISER DIAGRAM

SHEET SUB SHEET TITLE OF SHEET

146 FP0.1 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

147 FK1.1 LOWER LEVEL DEMOLITION FIRE SUPPRESSION

148 FK1.2 PORTICO LEVEL FIRE SUPPRESSION DEMOLITION PLAN

149 FP1.1 LOWER LEVEL FIRE SUPRESSION NEW WORK PLAN

150 FP1.3 PORTICO LEVEL FIRE SUPRESSION NEW WORK PLAN

151 FP4.1 FIRE SUPRESSION SECTION PLANS

152 FP5.1 FIRE SUPPRESSION DETAILS

153 FP5.2 FIRE SUPPRESSION DETAILS

154 FA0.1 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

155 FD1.1 LOWER LEVEL DEMOLITION FIRE ALARM PLAN

156 FD1.2 MEZZANINE LEVEL DEMOLITION FIRE ALARM PLAN

157 FD1.3 PORTICO & SECOND LEVEL DEMOLITION FIRE ALARM PLAN

158 FA1.1 LOWER LEVEL NEW WORK FIRE ALARM PLAN

159 FA1.2 MEZZANINE LEVEL NEW WORK FIRE ALARM PLAN

160 FA1.3 PORTICO & SECOND LEVEL NEW WORK FIRE ALARM PLAN

161 FA5.1 FIRE ALARM DETAILS

162 FA5.2 FIRE ALARM DETAILS

163 FA6.1 FIRE ALARM DIAGRAMS

SHEET SUB SHEET TITLE OF SHEET

128 E1.2 PORTICO LEVEL - LIGHTING

129 E2.1 LOWER LEVEL - POWER

130 E2.2 MEZZANINE LEVEL - ELECTRICAL EXISTING CONDITIONS

131 E2.3 PORTICO LEVEL - POWER

132 E4.1 ELECTRICAL ENLARGED PLANS AND SECTIONS

133 E5.1 ELECTRICAL DETAILS

134 E6.1 ELECTRICAL ONE-LINE DIAGRAMS

135 E6.2 ELECTRICAL ONE-LINE-DIAGRAM - NEW WORK

136 E7.1 LIGGHTING CONTROL DIAGRAMS

137 E7.2 LIGHTING CONTROL SCHEDULE

138 E8.1 LUMINAIRE SCHEDULE

139 E8.2 ELECTRICAL EQUIPTMENT SCHEDULE

140 E8.3 PANELBOARD SCHEDULES

141 E8.4 PANELBOARD SCHEDULES

142 E8.5 PANELBOARD SCHEDULES

143 E8.6 PANEL BOARD SCHEDULES

144 E8.7 PANEL BOARD SCHEDULES

145 E8.8 PANEL BOARD SCHEDULES

SHEET SUB SHEET TITLE OF SHEET

122 E0.1 ELECTRICAL COVER SHEET

123 E0.2 ELECTRICAL GENERAL NOTES

124 ED1.1 LOWER LEVEL - ELECTRICAL DEMOLITION

125 ED1.2 MEZZANINE LEVEL - ELECTRICAL DEMOLITION

126 ED1.3 PORTICO LEVEL - ELECTRICAL DEMOLITION

127 E1.1 LOWER LEVEL - LIGHTING

SHEET SUB SHEET TITLE OF SHEET

107 P0.1 PLUMBING COVER SHEET

108 PD1.0 FOUNDATION LEVEL - DEMOLITION - PLUMBING

109 PD1.1 LOWER LEVEL - DEMOLITION - PLUMBING

110 PD1.2 MEZZANINE LEVEL - DEMOLITION - PLUMBING

111 PD1.3 PORTICO LEVEL - DEMOLITION - PLUMBING

112 P1.0 FOUNDATION LEVEL - NEW WORK - PLUMBING

113 P1.1 LOWER LEVEL - NEW WORK - PLUMBING

114 P1.2 MEZZANINE LEVEL - NEW WORK - PLUMBING

115 P1.3 PORTICO LEVEL - NEW WORK - PLUMBING

116 P2.1 PLUMBING PARTS PLANS

117 P3.1 PLUMBING DETAILS

118 P4.1 PLUMBING SCHEDULES

119 P5.1 PLUMBING RISER DIAGRAMS

120 P5.2 PLUMBING RISER DIAGRAMS

121 P5.3 PLUMBING RISER DIAGRAMS

SHEET SUB SHEET TITLE OF SHEET

87 M0.1 MECHANICAL COVER SHEET

88 MD1.0 FOUNDATION LEVEL - DEMOLITION - DUCTWORK

89 MD1.1 LOWER LEVEL - DEMOLITION - DUCTWORK

90 MD1.2 MEZZANINE LEVEL - DEMOLITION - DUCTWORK

91 MD1.3 PORTICO LEVEL - DEMOTITION - DUCTWORK

92 MD2.1 LOWER LEVEL - DEMOLITION - HVAC PIPING

93 MD2.2 MEZZANINE LEVEL - DEMOLITION - HVAC PIPING

94 MD2.3 PORTICO LEVEL - DEMOLITION - HVAC PIPING

95 M1.0 FOUNDATION LEVEL - NEW WORK - DUCTWORK

96 M1.1 LOWER LEVEL - NEW WORK - DUCTWORK

97 M1.2 MEZZANINE LEVEL - NEW WORK - DUCTWORK

98 M1.3 PORTICO LEVEL - NEW WORK - DUCTWORK

99 M2.1 LOWER LEVEL - NEW WORK - HVAC PIPING

100 M2.2 MEZZANINE LEVEL - NEW WORK - HVAC PIPING

101 M2.3 PORTICO LEVEL - NEW WORK - HVAC PIPING

102 M3.1 MECHANICAL DETAILS

103 M3.2 MECHANICAL DETAILS

104 M4.1 AUTOMATIC TEMPERATURE CONTROLS

105 M5.1 MECHANICAL SCHEDULES

106 M4.2 AUTOMATIC TEMPERATURE CONTROLS

SHEET SUB SHEET TITLE OF SHEET

69 S0.0 GENERAL NOTES

70 S0.1 GENERAL NOTES

71 S0.2 GENERAL NOTES

72 S0.3 GENERAL NOTES

73 SD1.0 STRUCTURAL DEMOLITION LOWER LEVEL

74 SD1.3 STRUCTURAL DEMOLITION SECOND LEVEL

75 S1.0 LOWER LEVEL FRAMING PLAN

76 S1.0A BATHROOM FRAMING PLAN

77 S1.1 MEZZANINE & INTERIOR ROOF FRAMING PLAN

78 S1.2 CHAMBER FRAMING PLAN

79 S1.3 SECOND LEVEL FRAMING PLAN

80 S2.0 TYPICAL DETAILS

81 S2.1 TYPICAL DETAILS

82 S2.2 TYPICAL DETAILS

83 S3.0 PROJECT DETAILS

84 S3.1 PROJECT DETAILS

85 S3.2 PROJECT DETAILS

86 S3.3 PROJECT DETAILS

SHEET SUB SHEET TITLE OF SHEET

67 H0.1 HAZARDOUS MATERIALS LOWER LEVEL

68 H0.2 HAZARDOUS MATERIALS CHAMBER LEVEL

SHEET SUB SHEET TITLE OF SHEET

1 G1.0 COVER SHEET

2 G1.1 SHEET INDEX

3 G1.2 SHEET INDEX (CONTINUED)

4 G1.3 KEYS, SYMBOLS, ABBREVS & NOTES

5 G1.4 CODE STUDY

6 G1.5 EGRESS PLANS

7 G1.6 EGRESS PLANS

8 AS1.1 ARCHITECTURAL SITE PLAN - PHASE 1

9 AS1.2 STAGING/PHASING PLAN - PHASE 1

10 AS1.3 ARCHITECTURAL SITE PLAN - PHASE 2

11 AS1.4 STAGING/PHASING PLANS - PHASE 2

12 AS1.5 TEMPORARY ACCESS & TEMPORARY FACILITIES

13 AS1.6 TEMPORARY ACCESS & TEMPORARY FACILITIES

14 AS1.7 TEMPORARY PROTECTION DETAILS

15 AR1.1 EXISTING REFERENCE PLANS

16 AR1.2 EXISTING REFERENCE PLANS

17 AR3.1 EXISTING REFERENCE ELEVATIONS

18 AR3.2 EXISTING REFERENCE ELEVATIONS

19 AR4.1 EXISTING REFERENCE SECTIONS

20 AD1.1 DEMOLITION NOTES

21 AD1.2 LOWER LEVEL DEMOLITION PLAN

22 AD1.3 ENLARGED DEMOLITION PLAN - LOWER LEVEL

23 AD1.4 PORTICO LEVEL DEMOLITION PLAN

24 AD1.5 SECOND LEVEL DEMOLITION PLAN

25 AD1.6 ELEVATOR DEMOLITION PLANS, SECTIONS & DETAILS

26 AD2.1 LOWER LEVEL DEMOLITION REFLECTED CEILING PLAN

27 AD2.2 PORTICO LEVEL DEMOLITION REFLECTED CEILING PLAN

28 AC.1 CONSTRUCTION TYPES

29 AC.2 CONSTRUCTION TYPES

30 AC.3 CONSTRUCTION TYPES & TYPICAL DETAILS

31 A1.1 LOWER LEVEL NEW WORK PLAN

32 A1.2 ENLARGED LOWER LEVEL PLANS

33 A1.3 INTERIOR ROOF PLAN

34 A1.4 PORTICO LEVEL NEW WORK PLAN

35 A1.5 ENLARGED PORTICO/CHAMBER LEVEL PLANS

36 A1.6 SECOND LEVEL PLAN

37 A2.1 REFLECTED CEILING PLAN - LOWER LEVEL

38 A2.1A REFLECTED CEILING DIMENSION PLAN - LOWER LEVEL

39 A2.2 REFLECTED CEILING PLAN - PORTICO/CHAMBER

40 A2.3 CEILING DETAILS

41 A4.1 SECTIONS

42 A2.4 CEILING DETAILS

43 A2.5 CEILING DETAILS

44 A4.2 SECTIONS

45 A5.1 RAMP PLANS AND HANDRAIL DETAILS

46 A5.2 RAMP SECTIONS AND DETAILS

47 A5.3 ELEVATOR PLANS, ELEVATIONS, & SECTION

48 A6.1 PLAN DETAILS

49 A6.2 PLAN DETAILS

50 A6.3 SECTION DETAILS

51 A7.1 ACCESSORY SCHEDULE, ENLARGED PLANS & INTERIOR ELEVATIONS

52 A7.2 ENLARGED PLANS & INTERIOR ELEVATIONS

53 A7.3 INTERIOR ELEVATIONS

54 A7.4 INTERIOR ELEVATIONS

55 A8.1 DOOR SCHEDULE & DETAILS

56 A8.2 WINDOW AND DOOR SCHEDULE & DETAILS

57 A8.3 WINDOW SCHEDULE & DETAILS

58 A9.1 FINISH PLAN - LOWER LEVEL

59 A9.2 ENLARGED FINISH PLANS - LOWER LEVEL

60 A9.3 FINISH PLAN - PORTICO/CHAMBER

61 A9.4 FINISH DETAILS

62 A9.5 FINISH DETAILS

63 A9.6 SIGNAGE PLAN - LOWER LEVEL

64 A9.7 SIGNAGE PLAN - PORTICO/CHAMBER

65 A9.8 SIGNAGE TYPES & INSTALLATION DIAGRAM

66 A9.9 SIGNAGE TYPES

ARCHITECTURAL

HAZARDOUS MATERIALS

STRUCTURAL

MECHANICAL

PLUMBING

ELECTRICAL

FIRE PROTECTION

SECURITY

TELECOMMUNICATIONS

DLP

Snapshot

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:3 :4

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

SHEET INDEX

(CONTINUED)

NATIONAL MALL & MEMORIAL PARKS

165367

303091

3 219

G1.2

DLP

DLP

JRG

07/01/2021

SHEET SUB SHEET TITLE OF SHEET

185 C1e OVERALL PLAN

186 C2.1e DEMOLITION PLAN

187 C2.2e DEMOLITION PLAN

188 C3e LAYOUT, MATERIALS, AND GRADING PLAN (LOWER TERRACE)

189 C4e LAYOUT & MATERIALS PLAN (SLOPED WALKWAYS)

190 C5e GRADING & DRAINAGE PLAN

191 C6e DETAILS

192 C7e DETAILS

193 C8e DETAILS

194 C9e WALKWAY ELEVATIONS

195 C10e EROSION & SEDIMENT CONTROL PLAN PHASE I

196 C11e EROSION & SEDIMENT CONTROL PLAN PHASE II

197 C12e DOEE E&S CONTROL NOTES & DETAILS

198 C13e DOEE E&S CONTROL NOTES & DETAILS

199 C14e DOEE E&S CONTROL NOTES & DETAILS

200 C15e DOEE WORK AREA BREAKDOWN PLAN

201 L1e LANDSCAPE PLAN

202 L2e LANDSCAPE NOTES & DETAILS

203 S0.0e GENERAL NOTES

204 S0.1e GENERAL NOTES CONTINUED

205 S1.0e REFERENCE PLAN - SITE PLAN

206 S1.1e PARTIAL PLANS - RAMP FRAMING PLANS

207 S2.0e EXTERIOR RAMP DETAILS

208 S2.1e TYPICAL DETAILS

209 S2.2e TYPICAL DETAILS

210 S2.3e TYPICAL DETAILS

211 S2.4e TYPICAL DETAILS

212 S2.5e EXTERIOR DETAILS

213 E0.1e ELECTRICAL LEGEND

214 E0.2e ELEC CONVENTIONS & ABBREVIATIONS

215 E0.3e ELEC DEMOLITION SITE PLAN

216 E0.4e ELECTRICAL NEW WORK SITE PLAN

217 E5.1e ELECTRICAL SCHEDULES

218 E6.1e ELECTRICAL DETAILS

219 E6.2e ELECTRICAL DETAILS

INDEX TO DRAWINGS (CONTINUED)

CIVIL

CMU

PLASTER/ GWB

SURFACES

STEEL (LARGE SCALE)

STEEL (SMALL SCALE)

CONCRETE

GRAVEL / DRAIN ROCK

PLYWOOD

BLOCKING

(INTERMITTENT/ AS REQ)

END GRAIN LUMBER

(CONTINUOUS)

BATT/ ACOUSTICAL

INSULATION

RIGID INSULATION

COMPACTED EARTH

FLASHING

GLASS (ELEVATION)

KEY TO MATERIALS

(SEE STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION,

TELECOMMUNICCATIONS, AND SECURITY DRAWINGS FOR MATERIALS RELATING

TO ASSOCIATED WORK)

SAND, GROUT OR MORTAR

AGGREGATE

BACKFILL

ROCK SURFACE

FINISH WOOD

CERAMIC TILE

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM IDENTIFICATION

DEMOLITION NOTE

CONSTRUCTION NOTE

REFERENCE POINT

ACCESSORY

DETAIL/ PARTIAL

SECTION

REFERENCE

ELEVATION

REFERENCE

SECTION

REFERENCE

NEW WORK

KEY TO SYMBOLS

(SEE STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION,

TELECOMMUNICCATIONS, AND SECURITY DRAWINGS FOR SYMBOLS RELATING TO

ASSOCIATED WORK)

EXISTING

WORK

X

X

NAME

XXX

X

A A1

A A1

SIM

A101

SIM

X

X

X.X

X.X

RAILINGS

XXX

SUBSTRATE

MATERIAL

FASTENER ** SPACING EMBEDMENT

CONCRETE 1/2" EXPANSION BOLTS OR

HILTI-KWIK BOLT II

OR APPROVED EQUAL

3'-0" o.c. 2 1/4"

CMU 1/2" DIA. HILTI KWIK BOLT II

IN GROUT FILLED BLOCK

3'-0" o.c. 2 1/2"

STEEL 1/2" DIA THRU BOLTS OR

HILTI DNI PINS WITH WASHER

OR APPROVED EQUAL

3'-0" o.c.

3'-0" o.c.

METAL

DECK

HILTI KWIK-FLEX #4 SELF

DRILLING SCREWS

OR APPROVED EQUAL

1'-6" o.c.

WOOD 1/4" DIA LAG SCREWS 3'-0" o.c. 1 1/2"

FASTENERS ON WOOD BLOCKING OR MASONRY SHALL BE HOT DIPPED

GALVANIZED OR STAINLESS STEEL

FASTENERS ON DISSIMILAR METALS SHALL BE STAINLESS STEEL

**FASTENERS SHALL BE NO MORE THAN 1'-0" FROM END OF ANY

BLOCKING SEGMENT

BLOCKING FASTENER SCHEDULE

(ARCHITECTURAL DRAWINGS ONLY)

1. THE INFORMATION INCLUDED IN THESE DRAWINGS WITH REGARDS TO THE

EXISTING BUILDING IS BASED ON PREVIOUS DOCUMENTATION PROVIDED TO THE

ARCHITECT AS WELL AS WHAT IS READILY OBSERVABLE AT THE PROJECT SITE.

DESTRUCTIVE INVESTIGATION TECHNIQUES HAVE NOT BEEN USED TO VERIFY

INFORMATION THAT IS NOT READILY OBSERVABLE.

2. ITEMS AND MATERIALS ARE NEW UNLESS NOTED AS EXISTING.

3. CONTRACTOR IS TO MEET THE REQUIREMENTS OF ALL CODES, RULES AND

REGULATIONS GOVERNING THIS PROJECT AS SET BY FEDERAL, STATE AND LOCAL

CODES, BUILDING DEPARTMENT AGENCIES AND THE OWNER.

4. CONTRACTOR IS TO MEET THE REQUIREMENTS OF THE APPLICABLE

ACCESSIBILITY GUIDELINES FOR ALL ASPECTS OF THIS PROJECT

5. THESE DRAWINGS ARE NOT TO BE SCALED FOR ANY REASON.

6. PROVIDE BLOCKING AS INDICATED ON THE DRAWINGS AND AT ALL WALL OR

CEILING MOUNTED ACCESSORIES AS NECESSARY TO SUPPORT THE WORK, VERIFY

MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS AND MANUFACTURERS

RECOMMENDATION FOR EACH ITEM.

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:3 :5

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

KEYS, SYMBOLS,

ABBREVS & NOTES

NATIONAL MALL & MEMORIAL PARKS

165367

303091

4 219

G1.3

DLP

DLP

JRG

07/01/2021

STOR -STORAGE

STRUCT -STRUCTURAL

SUPT -SUPPORT

SUSP -SUSPEND(ED)

SYM -SYMMETRICAL

SYS -SYSTEM

T -TREAD, THERMOSTAT

T&B -TOP AND BOTTOM

TEL -TELEPHONE

TEMP -TEMPERATURE, TEMPORARY

T&G -TONGUE AND GROOVE

THD -THREADED

THK -THICK

TO -TOP OF

TOC -TOP OF CONCRETE

TOF -TOP OF FOOTING

TOS -TOP OF STEEL

TOT -TOTAL

TRK -TRACK

TRTD -TREATED

TYP -TYPICAL

UC -UNDER CUT

UG -UNDERGROUND

UH -UNIT HEATER

UL -UNDERWRITERS LAB

UNO -UNLESS NOTED OTHERWISE

VB -VAPOR BARRIER

VERT -VERTICAL

VIF -VERIFY IN FIELD

VCT -VINYL COMPOSITION TILE

W -WIDE, WIDTH

W/ -WITH

WC -WATERCLOSET

WD -WOOD

WF -WIDE FLANGE

WL -WATER LINE

WM -WATER METER

WP -WEATHER PROOF, WORK POINT

WT -WEIGHT

WTRPRF -WATERPROOF

YD(S) YARD(S)

PERP -PERPENDICULAR

PH -PHASE

PL -PLATE

PLMB -PLUMBING

PLYWD -PLYWOOD

PNL -PANEL

PROJ -PROJECT

PROP -PROPERTY

PTD -PAINTED

PTN -PARTITION

QTY -QUANTITY

R -RADIUS, RISER

RCP -REFLECTED CEILING PLAN

REC -RECEPTACLE

REF -REFERENCE

REINF -REINFORCE(D), REINFORCING

REQ -REQUIRED

REV -REVISE, REVISION

RGD -RIGID

RH -RIGHT HAND

RM -ROOM

RO -ROUGH OPENING

RTN -RETURN

SCHED -SCHEDULE

SCHEM -SCHEMATIC

SECT -SECTION

SEP -SEPARATE

SF -SQUARE FOOT

SHTHG -SHEATHING

SHT -SHEET

SI -SQUARE INCH

SIM -SIMILAR

SL -SLOPE

SLV -SLEEVE

SM -SMALL

SPCG -SPACING

SPCL -SPECIAL

SPEC -SPECIFICATIONS

SQ -SQUARE

SS -STAINLESS STEEL

ST -STREET

STA -STATION

STD -STANDARD

STIFF -STIFFENER

STL -STEEL

EX -EXISTING

F -FAHRENHEIT

FD -FLOOR DRAIN

FDN -FOUNDATION

FE -FIRE EXTINGUISHER

FEC -FIRE EXTINGUISHER CABINET

FF -FINISH FLOOR

FIN -FINISH

FL -FLOOR

FLEX -FLEXIBLE

FT -FEET, FOOT

GEN -GENERAL

GL -GLASS, GLAZING

GWB -GYPSUM WALL BOARD

HD -HEAD

HL(S) -HOLE(S)

HM -HOLLOW METAL

HORIZ -HORIZONTAL

HR -HOUR

HT -HEIGHT

IN -INCH(ES)

INS -INSULATION

INT -INTERIOR

JST -JOIST

JT -JOINT

L -LONG, LENGTH

LAV -LAVATORY

LB(S) -POUND(S)

LD -LOAD

LF -LINEAL FOOT, LINEAL FEET

MATL -MATERIAL

MAX -MAXIMUM

MECH -MECHANICAL

MET -METAL

MEZZ -MEZZANINE

MFR(S) -MANUFACTURER(S)

MH -MANHOLE

MIN -MINIMUM, MINUTE

MIR -MIRROR

MISC -MISCELLANEOUS

MTD -MOUNTED

N -NORTH

NA -NOT APPLICABLE

NIC -NOT IN CONTRACT

NOM -NOMINAL

#, NO -NUMBER

NTS -NOT TO SCALE

OC -ON CENTER

OF -OUTSIDE FACE

OPNG -OPENING

OPP -OPPOSITE

OPP

HND

-OPPOSITE HAND

OH -OVERHEAD

OZ -OUNCE

% -PERCENT

/ -PER

± -PLUS OR MINUS

PEN -PENETRATION

AB -ANCHOR BOLT

ABV -ABOVE

AC -ACOUSTIC(AL)

ACP -ACOUSTICAL PANEL

ADD -ADDENDUM, ADDITION

ADDL -ADDITIONAL

AFF -ABOVE FINISH FLOOR

AFG -ABOVE FINISH GRADE

AGGR -AGGREGATE

ALT -ALTERNATE

ALUM -ALUMINUM

ANC -ANCHOR

APA -AMERICAN PLYWOOD

ASSOCIATION

APPD -APPROVED

APPROX -APPROXIMATE(LY)

ARCH -ARCHITECTURAL

ASSY -ASSEMBLY

ATC -ACOUSTICAL TILE CEILING

AVG -AVERAGE

& -AND

@ -AT

< -ANGLE(S)

BKHD -BULKHEAD

BLK(G) -BLOCK(ING)

BM -BEAM

BOT(T) -BOTTOM

BS -BOTH SIDES

BTWN -BETWEEN

BW -BOTH WAYS

CHAN -CHANNEL

CHKR -CHECKER

CIR -CIRCLE

CL -CLEAR, CLEARANCE

CLG -CEILING

CMU -CONCRETE MASONRY UNIT(S)

CO -CLEAN OUT

COL -COLUMN

CONC -CONCRETE

CONST(

R)

-CONSTRUCTION

CONT -CONTINUED, CONTINUOUS

CONTR -CONTRACTOR

COORD -COORDINATE

CT -CERAMIC TILE

CTR -CENTER

DEG -DEGREE

DEMO -DEMOLISH

DET -DETAIL(S)

DF -DRINKING FOUNTAIN

Ø/ DIA -DIAMETER

DIM -DIMENSION

DN -DOWN

DR -DOOR

DRN -DRAIN

DS -DOWNSPOUT

DWG -DRAWING

E -EMERGENCY

EA -EACH

EMR -ELEVATOR MACHINE ROOM

EL -ELEVATION

ELEC -ELECTRIC(AL)

ELEV -ELEVATOR

ENGR -ENGINEER

EQ -EQUAL, EQUALLY

EQUIP -EQUIPMENT

ES -EACH SIDE

EST -ESTIMATE

ETR -EXISTING TO REMAIN

CODE ANALYSIS

GENERAL INFORMATION

NOTE: IF A CONFLICT

BETWEEN APPLICABLE CODES

OCCURS THE MORE

RESTRICTIVE REQUIREMENT

SHALL GOVERN, UNLESS NOTED

OTHERWISE.

USE AND OCCUPANCY CLASSIFICATION

BUILDING USE GROUP

ASSEMBLY GROUP A-3 -

EXHIBITION HALL

303.4 6.1.2.1

IBC NFPA

MEANS OF EGRESS

ACTUAL OCCUPANT LOAD, EGRESS CAPACITY, AND NUMBER OF EXITS

THE FOLLOWING TABLE INDICATES THE ACTUAL OCCUPANT LOAD BY STORY, PROVIDED EGRESS

CAPACITY BY STORY BASED ON THE ABOVE TABLE, REQUIRED NUMBER OF EXITS BY STORY

BASED ON IBC TABLE 1006.3.2 AND NFPA 7.4.1.2 AND 38.2.4.3, AND PROVIDED NUMBER OF

EXITS BY STORY.

OCCUPANT LOAD, EGRESS CAPACITY, AND NUMBER OF EXITS

STORY ACTUAL

OCCUPANT

LOAD

EGRESS CAPACITY

PROVIDED (INCLUDES

DOORS AND STAIRS)

NUMBER OF EXITS

REQUIRED PROVIDED

1*

* INDICATES LEVEL OF EXIT DISCHARGE.

OCCUPANTS

OCCUPANTS 2 2

PROJECT NAME: REHABILITATION OF THE THOMAS JEFFERSON MEMORIAL LOWER LEVEL&

EXHIBITS

PROJECT LOCATION: WASHINGTON, D.C.

APPLICABLE CODES

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 NFPA 101

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

INTERNATIONAL MECHANICAL CODE (IMC) 2018

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

INTERNATIONAL PLUMBING CODE (IPC) 2018

NATIONAL ELECTRICAL SAFETY CODE (NESC) 2017

2018 INTERNATIONAL FUEL GAS CODE

NFPA 70 NATIONAL ELECTRIC CODE (NEC) 2017

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

NPS REFERENCE MANUAL 58 - STRUCTURAL FIRE MANAGEMENT

NCA FIRE PROTECTION SYSTEMS POLICY

EGRESS WIDTH PER OCCUPANT SERVED

OCCUPANCY

GROUP

EGRESS

ELEMENT

A

STAIRWAYS

.3" WITHOUT

SPRINKLER

.2" WITH SPRINKLER

1005.3 7.3.3.1

.3" .3"

DOORS,

CORRIDORS,

OTHERS

.2" WITHOUT

SPRINKLER

.15" WITH SPRINKLER

.2" .2"

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

OCCUPANCY

DESCRIPTION

TABLE 1004.5 TABLE 7.3.1.2

FLOOR AREA

ALLOWANCE APPLIED

ACCESSORY STORAGE

AREAS,MECHANICAL

ROOMS

300 GROSS

ASSEMBLY - EXHIBIT

GALLERY AND MUSEUM

BUSINESS AREAS

MERCANTILE

MERCANTILE -

STORAGE, STOCK,

SHIPPING AREAS

TABLE 1006.2.1

MAX OCCUPANT LOAD

OF SPACE WITH ONE

EXIT OR EXIT

ACCESSWAY DOOR

MAX COMMON PATH

OF EGRESS TRAVEL

DISTANCE

75 FEET WITH

SPRINKLER

ASSEMBLY

75 FEET

MAX DEAD END 20 FEET 20 FEET 20 FEET

1020.4 15.2.5.2

MAX TRAVEL

DISTANCE

250 FEET WITH

SPRINKLER

150 FT 150 FEET

TABLE 1017.2 15.2.6.2

TABLE 1006.2.1 15.2.5.3.2

50 OR 1,000 SF

IBC NFPA

MEANS OF EGRESS LOADS AND DISTANCES

MAXIMUM ALLOWED

(SEE EGRESS PLANS

FOR

ACTUAL PROVIDED)

IBC NFPA

WIDTH FACTOR

PROVIDED

IBC NFPA

OCCUPANCY

WATER

CLOSETS

LAVATORIES

OCCUPANT

LOAD/GENDER:

158 OCC/2 = 79

OCC

MALE FEMALE MALE FEMALE

1 PER

1 PER

1 PER 200

79 /

79 /

79 / 200

* * *PROVIDED

IPC TABLE 403.1- PLUMBING FIXTURE REQUIREMENTS

DRINKING

FOUNTAINS

SERVICE

SINK

1 PER

158 /

1 2 2 1 1

A-1 (REQUIRED)

*16 ALL-GENDER RESTROOMS PROVIDED AND ACCESSIBLE TO BOTH GENDERS.

OCCUPANCY & PLUMBING FIXTURE COUNT

FIRE RESISTANCE-RATED CONSTRUCTION

SPECIFIC FIRE RATING REQUIREMENTS FOR BUILDING CONSTRUCTION TYPE IIB SHALL BE PER

IBC AND NFPA REQUIREMENTS LISTED BELOW. WHERE THERE IS A DIFFERENCE BETWEEN

THE CHART BELOW AND THE APPLICABLE CODE THE CODE SHALL PREVAIL.

SEE AC SERIES DRAWINGS FOR SPECIFIC UL ASSEMBLY REQUIREMENTS.

WHERE THERE IS A CONFLICT DIFFERENCE BETWEEN A UL PRESCRIBED ASSEMBLY AND A

DETAIL ON THE DRAWINGS THE MORE RESTRICTIVE CONDITION SHALL BE CONSTRUCTED.

PRIMARY STRUCTURAL FRAME 0

NONBEARING WALLS EXTERIOR

NONBEARING WALLS INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

SHAFT ENCLOSURES

STAIR ENCLOSURES

CORRIDOR WALLS

DOORS - STAIR ENCLOSURES

DOORS - CORRIDOR WALLS

NOTE: SEE DRAWINGS FOR SPECIFIC FIRE RESISTANCE RATING

LOCATIONS

FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS

IBC NFPA FIRE RESISTIVE RATING

PROVIDED

BUILDING ELEMENT TABLE 601 TABLE A8.2.1.2

VARIES 0

713.4 8.6.5

1023.2 7.1.3.2.1

1020.1 7.1.3.1

TABLE 716.1 TABLE 8.3.4.2

60 MINUTE 90 MINUTE 90 MINUTE

20 MINUTE 60 MINUTE

BEARING WALLS EXTERIOR

BEARING WALLS INTERIOR *

A-3 SPRINKLERED

CLASS B INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B CORRIDORS AND ENCLOSURE FOR ENCLOURE FOR EXIT ACCESS STAIRWAYS AND

RAMPS

CLASS C ROOMS AND ENCLOSED SPACES

REQUIREMENTS - INTERIOR FINISH

15.2.5.4

75 FEET

30 NET

150 GROSS

60 GROSS

300 GROSS

500 GROSS

100 GROSS

30 GROSS

300 GROSS

300 GROSS

30 NET

100 GROSS

30 GROSS

300 GROSS

1/2

N/A

* WHERE INTERIOR BEARING WALLS ARE CORRIDOR WALLS THEY MUST RESIST THE PASSAGE

OF SMOKE AS REQUIRED BY IBC SECTION 710 - SMOKE PARTITIONS.

100 GROSS

2* 33

OCCUPANTS

OCCUPANTS 2 3

IIB II (000)

60 MINUTE

MEANS OF EGRESS (CONTINUED)

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:3 :5

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

CODE STUDY

NATIONAL MALL & MEMORIAL PARKS

165367

303091

5 219

G1.4

DLP

DLP

JRG

07/01/2021

2FBW 2FBW2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW 2FBW

2FBW 2FBW2FBW 2FBW 2FBW 2FBW

2FBW 2FBW

2FBW

2FBW 2FBW

F B W

F B W

F B W

F B W

F B W

F B W

F B W

F B W

F B W

F B W

F B W

F B W

2FBW 2FBW

2FBW

115 SF

STORAGE

1 OCC

462 SF

PARK STORE

17 OCC

114 SF

EMR

1 OCC

108 SF

STORAGE

1 OCC

2555 SF

EXHIBIT

103 OCC

125' TRAVEL DISTANCE 115' TRAVEL DISTANCE

EXIT 1

# OF EXITING OCCUPANTS=72

REQUIRED EGRESS WIDTH=14.4"

PROVIDED EGRESS WIDTH=42"

EXIT 2

# OF EXITING OCCUPANT=53

REQUIRED EGRESS WIDTH=10.6"

PROVIDED EGRESS WIDTH=42"

TOTAL FLOOR OCCUPANT

LOAD = 123 OCCUPANTS

PER MEETING NOTES

ON 2021-06-09, THE

AHJ AGREED IT WAS

ACCEPTABLE TO HOLD

THE DOOR OPEN BY

LOCKING MECHANISM

WHILE THE BUILDING

WAS OCCUPIED.

PER MEETING NOTES

ON 2021-06-09, THE

AHJ AGREED IT WAS

ACCEPTABLE TO HOLD

THE DOOR OPEN BY

LOCKING MECHANISM

WHILE THE BUILDING

WAS OCCUPIED.

PER MEETING NOTES ON

2021-06-09, THE AHJ

DETERMINED THE

HATCHED AREA IS

DEFINED AS EXIT

DISCHARGE; THEREFORE

WILL NEED TO BE LIT

TO COMPLY WITH

EMERGENCY EGRESS

ILLUMINATION

REQUIREMENTS FROM

IBC 2018

PER MEETING NOTES ON

2021-06-09, THE AHJ

DETERMINED THE

HATCHED AREA IS

DEFINED AS EXIT

DISCHARGE; THEREFORE

WILL NEED TO BE LIT

TO COMPLY WITH

EMERGENCY EGRESS

ILLUMINATION

REQUIREMENTS FROM

IBC 2018

VEGETATION REMOVED FOR

CLARITY

LEGEND

FIRE EXTINGUISHER

EXISTING 2 HOUR FIRE WALL

16 0 16 32

SCALE OF FEET

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:3 :5

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

EGRESS PLANS

NATIONAL MALL & MEMORIAL PARKS

165367

303091

6 219

G1.5

DLP

DLP

JRG

07/01/2021

SCALE AG1.5

1 LOWER LEVEL EGRESS PLAN

2FBW

449 SF

EXHIBIT SPACE

15 OCC

100 SF

MAINTENANCE

RM

1 OCC

369 SF

ELEVATOR

LOBBY

16 OCC

64 SF

STORAGE

1 OCC

46' TRAVEL DISTANCE

EXIT 5

# OF EXITING OCCUPANTS=16

REQUIRED EGRESS WIDTH=3.2"

PROVIDED EGRESS WIDTH=43.5"

EXIT 3

# OF EXITING OCCUPANTS=9

REQUIRED EGRESS WIDTH=1.8"

PROVIDED EGRESS WIDTH=35"

EXIT 4

# OF EXITING OCCUPANTS=8

REQUIRED EGRESS WIDTH=1.6"

PROVIDED EGRESS WIDTH=43.5"

TOTAL FLOOR OCCUPANT

LOAD = 33 OCCUPANTS

LEGEND

FIRE EXTINGUISHER

EXISTING 2 HOUR FIRE WALL

8 0 8 16

SCALE OF FEET

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:1 :5

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

EGRESS PLANS

NATIONAL MALL & MEMORIAL PARKS

165367

303091

7 219

G1.6

DLP

DLP

AER

07/01/2021

SCALE AG1.6

1 PORTICO/CHAMBER LEVEL EGRESS PLAN

TIDAL BASIN PLAZA LEVEL

LOWER TERRACE LEVEL

MEMORIAL

LOWER

TERRACE

LEVEL

FORMER PARKING AREA

EXISTING SECURITY GATE

(NOT FOR CONTRACTOR USE)

TIDAL BASIN

CIRCULAR ROADWAY

EXISTING METAL GATES

GRASSY AREA OFF LIMITS

TO CONTRACTOR

(NOT TO BE USED AS A

STAGING AREA)

CIRCULAR

ROADWAY

EAST BASIN DRIVE SW

EXISTING JERSEY

BARRIERS

VEHICLE CANOPY

SECURITY TRAILER

EXISTING SECURITY

GATE FOR CONTRACTOR

USE

EXISTING NON-SECURE

STAGING AREA

EXISTING WEST ENTRANCE,

CLOSED DURING

CONSTRUCTION PHASE 1

UPPER TERRACE

LEVEL

EXISTING

SOUTH RAMP

EXISTING EAST

ENTRANCE,

CONSTRUCTION

ENTRANCE DURING

PHASE 1;

ENTRANCE CLOSED TO

THE PUBLIC

PATH CLOSED

SECURE STAGING AREA

APPROXIMATELY 61,000 SF

SECURE STAGING AREA

APPROXIMATELY 19,000 SF

TEMPORARY

RESTROOM TRAILER

EXISTING METAL GATES

EXISTING MONUMENTAL STAIRS

PROVIDE TEMPORARY

ACCESS TO CHAMBER

LEVEL FROM CIRCULAR

ROADWAY

EXISTING SHAFT OPENING TO

UNDERCROFT AT STYLOBATE

WALL - CONTRACTOR TO PULL

POWER FROM UNDERCROFT VIA

OVERHEAD POSTS TO STAGING

AREA AT THIS LOCATION

EXISTING GRANITE

TERRACE WALL

EXISTING GRANITE

TERRACE WALL

EXISTING MARBLE

TERRACE WALL

EXISTING ACCESSIBLE

PARKING

TEMPORARY FLAT SIGN,

POLE MOUNTED; SEE

1/A9.7

TEMPORARY FLAT SIGN, POST

MOUNTED; SEE 1/A9.7

TEMPORARY FLAT SIGN,

POST MOUNTED; SEE

1/A9.7

A4

AS1.5

AS1.6

A3

A4 A3

A3

A4

A3

A4

TEMPORARY FLAT SIGN,

POST MOUNTED; SEE

A9.7

VEGETATION REMOVED FOR

CLARITY

ACCESSIBLE ROUTE

DURING PHASE 1

TEMPORARY FLAT SIGN,

POLE MOUNTED; SEE

1/A9.7

SITE STAGING PLAN NOTES

THE FOLLOWING NOTES APPLY TO THIS SHEET ONLY, THE EXTENT OF THE

DEMOLITION AND NEW WORK IS INDICATED ELSEWHERE IN THE CONTRACT

DOCUMENTS.

1.1 CONFIRM ALL LOCATIONS AND SIZES OF SECURE CONSTRUCTION ACTIVITY

AND MATERIAL STAGING AREA WITH THE CO & USPP PRIOR TO BEGINNING WORK.

1.2 SECURE STAGING AREAS TO BE FENCED. SEE SPECIFICATION 01 50 00 FOR

REQUIREMENTS.

1.3 CONTRACTOR SITE ACCESS SHALL BE LIMITED TO ENTRY AT EXISTING

SECURITY GATE (ON THE EAST SIDE). NO OTHER POINTS OF ENTRY INTO THE

MEMORIAL SITE SHALL BE ALLOWED UNLESS OTHERWISE COORDINATED WITH THE

CO. SEE SPECIFICATION 01 50 00 FOR REQUIREMENTS.

1.4 CONSTRUCTION VEHICLES MAY PARK IN EXISTING NON-SECURE STAGING

AREA UNLESS OTHERWISE COORDINATED WITH THE CO.

1.5 ANALYZE STRUCTURAL LOADING CAPACITY OF UNPAVED GROUND PRIOR TO

USE FOR MATERIAL AND/OR CONSTRUCTION STAGING.

1.6 MAINTAIN ABAAS COMPLIANT ACCESSIBLE PATH AROUND MEMORIAL SITE AT

ALL TIMES. SEE SPECIFICATION SECTION 01 11 00. THE SIDEWALK SHALL REMAIN

OPEN FOR PEDESTRIANS AS AN ABAAS COMPLIANT ACCESSIBLE ROUTE DURING

CONSTRUCTION. A PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED FOR REVIEW

AND APPROVAL BY THE CO.

1.7 PROTECT EXISTING METAL GATES, GRANITE CURBS, MARBLE, EXPOSED

AGGREGATE CONCRETE SIDEWALKS, AND GRANITE TERRACE WALLS WITHIN LIMITS

OF WORK AND STAGING AREAS.

1.8 COORDINATE REMOVAL OF EXISTING BOLLARDS (AS NEEDED) WITH THE CO

PRIOR TO THE BEGINNING OF WORK.

1.9 FINAL LAYOUT OF STAGING AREAS AND ALL ASSOCIATED SECURITY FEATURES

SHALL BE SUBJECT TO THE APPROVAL OF THE CO AND THE USPP.

1.10 SOURCES OF POWER AVAILABLE FOR CONTRACTOR USE ARE LISTED ON THE

FOLLOWING REFERENCE PLANS. COORDINATE HOOKUPS AND USAGE WITH THE CO

PRIOR TO BEGINNING WORK.

1.11 EXERCISE CAUTION WHEN ENTERING THE SITE AT THE EXISTING SECURITY

GATE. THIS AREA IS HEAVILY TRAFFICKED DURING THE MORNING AND EVENING

RUSH HOURS. IF TEMPORARILY BLOCKING THE SIDEWALKS ALONG EAST BASIN

DRIVE, FLAGGERS AND TEMPORARY SIGNAGE MAY BE NEEDED TO REDIRECT

PEDESTRIAN, BICYCLE AND VEHICULAR TRAFFIC. COORDINATE ACCESS WITH THE

CO. IF ACCESS TO THE SITE IS TO BE BLOCKED IN ANY WAY, IT MUST BE DONE

IN COLLABORATION WITH THE PARK AND USPP.

1.12 PROTECT ALL EXISTING TREES, HEDGES AND VEGETATION TO REMAIN WITHIN

THE CONSTRUCTION AND STAGING AREAS. IF HEDGE MATERIAL IS DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE DAMAGED HEDGES IN KIND

AS DIRECTED BY THE CO.

1.13 CONTRACTOR MUST MAINTAIN 12'-0" WIDE CLEAR PATH ALONG CIRCULAR

ROADWAY AT ALL TIMES FOR ACCESS TO TIDAL BASIN PLAZA LEVEL.

1.14 ACCESS TO THE CHAMBER LEVEL FROM THE TIDAL BASIN PLAZA LEVEL BY

THE MONUMENTAL STAIRS MUST REMAIN OPEN AT ALL TIMES.

KEY

A

A

SINGLE-SIDED SIGN

TYPE

DOUBLE-SIDED SIGN

TYPE

EXTENT OF EXISTING NON-

SECURE STAGING AREAS

AND PERSONNEL VEHICULAR

STAGING AREA.

EXTENT OF CONSTRUCTION

DURING PHASE 1

AREA OFF LIMITS TO

CONTRACTOR

NON PUBLIC FACING FENCE

PUBLIC FACING FENCE

ACCESSIBLE ROUTE

50 100

SCALE OF FEET

0 50

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:1 :4

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

ARCHITECTURAL SITE

PLAN - PHASE 1

NATIONAL MALL & MEMORIAL PARKS

165367

303091

8 219

AS1.1

DLP

DLP

JRG

07/01/2021SCALE AAS1.1

1 ARCHITECTURAL SITE PLAN - PHASE 1

UP

EAST ENTRANCE, CONSTRUCTION

ENTRANCE DURING PHASE 1;

ENTRANCE CLOSED TO THE PUBLIC

WEST ENTRANCE, CLOSED DURING

CONSTRUCTION PHASE 1

UNCONDITIONED

BASEMENT

SPACE OFF

LIMITS TO

CONTRACTOR

UNLESS WORK

IS BEING

PERFORMED

LOWER LEVEL

CLOSED FOR

CONSTRUCTION

DURING PHASE 1

HISTORIC MEN'S ROOM/STORAGE

AVAILABLE FOR CONTRACTOR STORAGE

STATUARY CHAMBER

OFF LIMITS TO THE

CONTRACTOR

SECURE STAGING AREA

(APPROX 160 SF)

SECURE STAGING AREA

(APPROX 80 SF)

PROVIDE TEMPORARY WOOD

PARTITIONS 10'-0' HIGH WITH

LOCK AND DOOR. LOCK TO BE

PROVIDED BY PARK. SEE A1.5

PROVIDE TEMPORARY

WOOD PARTITIONS 10'-0"

HIGH WITH LOCK AND

DOOR. LOCK TO BE

PROVIDED BY PARK.

ALIGN

9'-8"

PROVIDE TEMPORARY ACCESS

TO VIEW TIDAL BASIN

AS1.6

PROVIDE TEMPORARY WOOD

PARTITIONS TO THE CEILING

WITH LOCK AND DOOR. LOCK

TO BE PROVIDED BY PARK.

PROVIDE TEMPORARY WOOD

PARTITIONS (10'-0" HIGH)

WITH LOCK AND DOOR.

LOCK TO BE PROVIDED BY

PARK.

HISTORIC BRONZE

DOOR

MARBLE WATER

FOUNTAIN

HISTORIC BRONZE

DOOR

PROVIDE TEMPORARY WOOD

PARTITIONS (10'-0" HIGH)

WITH LOCK AND DOOR.

LOCK TO BE PROVIDED BY

PARK.

THE FOLLOWING NOTES APPLY TO THIS SHEET ONLY, THE EXTENT OF THE DEMOLITION AND NEW WORK IS INDICATED ELSEWHERE IN THE

CONTRACT DOCUMENTS.

1.1 CONFIRM ALL LOCATIONS AND SIZES OF SECURE CONSTRUCTION ACTIVITY AND MATERIAL STAGING AREA WITH THE CO & USPP

PRIOR TO BEGINNING WORK.

1.2 CONTRACTOR ACCESS ABOVE SECOND LEVEL LIMITED TO FIRE ALARM AND ELEVATOR WORK.

1.3 PROTECT EXISTING WALLS, FLOORS, AND CEILINGS WITHIN LIMITS OF WORK AND STAGING AREAS.

1.4 PROTECT HISTORIC BRONZE DOORS AND MARBLE WATER FOUNTAIN.

1.5 FINAL LAYOUT OF STAGING AREAS AND ALL ASSOCIATED SECURITY FEATURES SHALL BE SUBJECT TO THE APPROVAL OF THE CO AND

THE USPP.

STAGING PLAN NOTES

KEY

EXTENT OF CONSTRUCTION

DURING PHASE 1

AREA OFF LIMITS TO

CONTRACTOR

ACCESSIBLE ROUTE

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:3 :1

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

STAGING/PHASING PLAN

- PHASE 1

NATIONAL MALL & MEMORIAL PARKS

165367

303091

9 219

AS1.2

DLP

DLP

JRG

07/01/2021

NO SCALEAS1.2

1 LOWER LEVEL PHASE 1

NO SCALEAS1.2

2 PORTICO LEVEL PHASE 1

NO SCALEAS1.2

3 SECOND LEVEL PHASE 1

TIDAL BASIN PLAZA LEVEL

LOWER TERRACE LEVEL

MEMORIAL

LOWER

TERRACE

LEVEL

FORMER PARKING AREA

EXISTING SECURITY GATE

(NOT FOR CONTRACTOR USE)

TIDAL BASIN

CIRCULAR ROADWAY

EXISTING METAL GATES

GRASSY AREA OFF LIMITS

TO CONTRACTOR

(NOT TO BE USED AS A

STAGING AREA)

CIRCULAR

ROADWAY

EAST BASIN DRIVE SW

EXISTING JERSEY

BARRIERS

SECURITY TRAILER

EXISTING SECURITY

GATE FOR CONTRACTOR

USE

EXISTING NON-SECURE

STAGING AREA

EXISTING WEST

ENTRANCE; OPEN TO

THE PUBLIC DURING

PHASE 2

UPPER TERRACE

LEVEL

EXISTING EAST ENTRANCE, CONSTRUCTION

ENTRANCE DURING PHASE 2;

ENTRANCE CLOSED TO THE PUBLIC

JERSEY BARRIERS TO

BE RETURNED TO

EXISTING LOCATION

AFTER CONSTRUCTION

IS COMPLETED

SECURE STAGING

AREA

APPROXIMATELY

68,000 SF

EXISTING MONUMENTAL STAIRS

EXISTING METAL

GATES

EXISTING SHAFT OPENING TO

UNDERCROFT AT STYLOBATE

WALL- CONTRACTOR TO PULL

POWER FROM UNDERCROFT

VIA OVERHEAD POSTS TO

STAGING AREA AT THIS

LOCATION

EXISTING GRANITE

TERRACE WALL

EXISTING MARBLE

TERRACE WALL

ACCESSIBLE ROUTE

DURING PHASE 2

EXISTING MARBLE

TERRACE WALL

EXISTING GRANITE TERRACE WALL

EXISTING

ACCESSIBLE

PARKING

A1A2

A1 A2

A1 A2

EXISTING

SOUTH

RAMP

FLAT SIGN, SURFACE MOUNTED;

SEE 1/A9.7

A2

A1

FLAT SIGN, POST

MOUNTED; SEE A9.7

A1

A2

FLAT SIGN, SURFACE

MOUNTED; SEE 1/A9.7

REMOVE TEMPORARY SIGNAGE

WHEN ALL CONSTRUCTION

ACTIVITIES ARE COMPLETE.

SIGNAGE INDICATED ON THIS

PLAN TO BE INSTALLED AT THE

END OF PHASE 2.

VEGETATION REMOVED FOR

CLARITY

VEHICLE CANOPY

FLAT SIGN, POST MOUNTED;

SEE 1/A9.7

EXISTING NON-SECURE

STAGING AREA

FLAT SIGN, POST MOUNTED;

SEE 1/A9.7

PATH CLOSED

SITE STAGING PLAN NOTES

THE FOLLOWING NOTES APPLY TO THIS SHEET ONLY, THE EXTENT OF THE

DEMOLITION AND NEW WORK IS INDICATED ELSEWHERE IN THE CONTRACT

DOCUMENTS.

1.1 CONFIRM ALL LOCATIONS AND SIZES OF SECURE CONSTRUCTION ACTIVITY

AND MATERIAL STAGING AREA WITH THE CO &USPP PRIOR TO BEGINNING WORK.

1.2 STAGING AREAS TO BE FENCED. SEE SPECIFICATION 01 50 00 FOR

REQUIREMENTS.

1.3 CONTRACTOR SITE ACCESS SHALL BE LIMITED TO ENTRY AT EXISTING

SECURITY GATE (ON THE EAST SIDE). NO OTHER POINTS OF ENTRY INTO THE

MEMORIAL SITE SHALL BE ALLOWED UNLESS OTHERWISE COORDINATED WITH THE

CO. SEE SPECIFICATION 01 50 00 FOR REQUIREMENTS.

1.4 CONSTRUCTION VEHICLES MAY PARK IN EXISTING NON-SECURE STAGING

AREA UNLESS OTHERWISE COORDINATED WITH THE CO.

1.5 ANALYZE STRUCTURAL LOADING CAPACITY OF UNPAVED GROUND PRIOR TO

USE FOR MATERIAL AND/OR CONSTRUCTION STAGING.

1.6 MAINTAIN ABAAS COMPLIANT ACCESSIBLE PATH AROUND MEMORIAL SITE AT

ALL TIMES. SEE SPECIFICATION SECTION 01 11 00. THE SIDEWALK SHALL REMAIN

OPEN FOR PEDESTRIANS AS AN ABAAS COMPLIANT ACCESSIBLE ROUTE DURING

CONSTRUCTION. A PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED FOR REVIEW

AND APPROVAL BY THE CO.

1.7 PROTECT EXISTING METAL GATES, GRANITE CURBS, MARBLE, EXPOSED

AGGREGATE CONCRETE SIDEWALKS, AND GRANITE TERRACE WALLS WITHIN LIMITS

OF WORK AND STAGING AREAS.

1.8 COORDINATE REMOVAL OF EXISTING BOLLARDS (AS NEEDED) WITH THE CO

PRIOR TO THE BEGINNING OF WORK.

1.9 FINAL LAYOUT OF STAGING AREAS AND ALL ASSOCIATED SECURITY FEATURES

SHALL BE SUBJECT TO THE APPROVAL OF THE CO AND THE USPP.

1.10 SOURCES OF POWER AVAILABLE FOR CONTRACTOR USE ARE LISTED ON THE

FOLLOWING REFERENCE PLANS. COORDINATE HOOKUPS AND USAGE WITH THE CO

PRIOR TO BEGINNING WORK.

1.11 EXERCISE CAUTION WHEN ENTERING THE SITE AT THE EXISTING SECURITY

GATE. THIS AREA IS HEAVILY TRAFFICKED DURING THE MORNING AND EVENING

RUSH HOURS. IF TEMPORARILY BLOCKING THE SIDEWALKS ALONG EAST BASIN

DRIVE, FLAGGERS AND TEMPORARY SIGNAGE MAY BE NEEDED TO REDIRECT

PEDESTRIAN, BICYCLE AND VEHICULAR TRAFFIC. COORDINATE ACCESS WITH THE

CO. IF ACCESS TO THE SITE IS TO BE BLOCKED IN ANY WAY, IT MUST BE

DONE IN COLLABORATION WITH THE PARK AND USPP.

1.12 PROTECT ALL EXISTING TREES, HEDGES AND VEGETATION TO REMAIN WITHIN

THE CONSTRUCTION AND STAGING AREAS. IF HEDGE MATERIAL IS DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE DAMAGED HEDGES IN KIND

AS DIRECTED BY THE CO.

1.13 CONTRACTOR MUST MAINTAIN 12'-0" WIDE CLEAR PATH ALONG CIRCULAR

ROADWAY AT ALL TIMES FOR ACCESS TO TIDAL BASIN PLAZA LEVEL.

1.14 ACCESS TO THE CHAMBER LEVEL FROM THE TIDAL BASIN PLAZA LEVEL BY

THE MONUMENTAL STAIRS MUST REMAIN OPEN AT ALL TIMES.

KEY

A

A

SINGLE-SIDED SIGN

TYPE

DOUBLE-SIDED SIGN

TYPE

EXTENT OF EXISTING NON-

SECURE STAGING AREAS

AND PERSONNEL VEHICULAR

STAGING AREA.

EXTENT OF CONSTRUCTION

DURING PHASE 2

AREA OFF LIMITS TO

CONTRACTOR

NON PUBLIC FACING FENCE

PUBLIC FACING FENCE

ACCESSIBLE ROUTE

50 100

SCALE OF FEET

0 50

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:1 :4

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

ARCHITECTURAL SITE

PLAN - PHASE 2

NATIONAL MALL & MEMORIAL PARKS

165367

303091

10 219

AS1.3

DLP

DLP

JRG

07/01/2021SCALE AAS1.3

1 ARCHITECTURAL SITE PLAN - PHASE 2

SECURE STAGING AREA

(APPROX 160 SF)

PROVIDE TEMPORARY WOOD

PARTITIONS WITH LOCK

AND DOOR. LOCK TO BE

PROVIDED BY PARK.

PROVIDE TEMPORARY

WOOD PARTITIONS

(10'-0" HIGH) WITH

LOCK AND DOOR. LOCK

TO BE PROVIDED BY

PARK.

STATUARY CHAMBER

OFF LIMITS TO THE

CONTRACTOR

9'-8"

HISTORIC BRONZE DOOR

EAST ENTRANCE, CONSTRUCTION

ENTRANCE DURING PHASE 1;

ENTRANCE CLOSED TO THE PUBLIC

WEST ENTRANCE; OPEN TO THE

PUBLIC DURING PHASE 2

HISTORIC MEN'S ROOM/STORAGE

AVAILABLE FOR CONTRACTOR STORAGE

PROVIDE TEMPORARY WOOD PARTITION

ONCE PHASE 1 IS COMPLETED

ACCESSIBLE

ROUTE

UNCONDITIONED

BASEMENT

SPACE OFF

LIMITS TO

CONTRACTOR

UNLESS WORK

IS BEING

PERFORMED

THE FOLLOWING NOTES APPLY TO THIS SHEET ONLY, THE EXTENT OF THE DEMOLITION AND NEW WORK IS INDICATED ELSEWHERE IN THE

CONTRACT DOCUMENTS.

1.1 CONFIRM ALL LOCATIONS AND SIZES OF SECURE CONSTRUCTION ACTIVITY AND MATERIAL STAGING AREA WITH THE CO & USPP PRIOR

TO BEGINNING WORK.

1.2 CONTRACTOR ACCESS ABOVE SECOND LEVEL LIMITED TO FIRE ALARM WORK.

1.3 PROTECT EXISTING WALLS, FLOORS, AND CEILINGS WITHIN LIMITS OF WORK AND STAGING AREAS.

1.4 PROTECT HISTORIC BRONZE DOORS AND MARBLE WATER FOUNTAIN.

1.5 FINAL LAYOUT OF STAGING AREAS AND ALL ASSOCIATED SECURITY FEATURES SHALL BE SUBJECT TO THE APPROVAL OF THE CO AND

THE USPP.

STAGING PLAN NOTES

KEY

EXTENT OF CONSTRUCTION

DURING PHASE 2

AREA OFF LIMITS TO

CONTRACTOR

ACCESSIBLE ROUTE

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:3 :3

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

STAGING/PHASING

PLANS - PHASE 2

NATIONAL MALL & MEMORIAL PARKS

165367

303091

11 219

AS1.4

DLP

DLP

JRG

07/01/2021

NO SCALEAS1.4

1 PORTICO LEVEL PHASE 2

NO SCALEAS1.4

2 LOWER LEVEL PHASE 2

ACCESSIBLE

ROUTE

E

IV IV IV IV

IV

IV

IV IV IV IV

IV

IV

IV IV IV IV

IV

IV

IV IV IV IV

IV

IV

IV IV IV IV

IV

IV

IV IV IV IV

IV

IV

ALUMINUM JOIST

ALUMINUM BEAM

FRAMES WITH

DIAGONAL BRACING

AS REQUIRED

ADJUSTABLE FEET

MUDSILL, AS

REQ'D

GUARDRAIL, WALL W/

PLYWOOD EACH SIDE, PTD

W/STRUTS AS REQ'D

BEVELLED CAP, PTD. BOTH SIDES

ALUMINUM HANDRAIL, BOTH

SIDES

36" MINIMUM

ALUMINUM BEAM

PLANK & PLYWOOD,

TYP. WITH SLIP

RESISTANT FINISH

HANDRAIL

GUARDRAIL WALL

ALUMINUM

JOIST

DIAGONAL BRACING

BETWEEN FRAMES

TYP.

MUDSILL, AS REQ'D

ADJUSTABLE FEET

FRAMES SPACED

AS REQ'D

SLOPE UP

GENERAL NOTES

1.

2.

3.

4.

5.

TEMPORARY RAMPS TO BE BY DELEGATED DESIGN. DRAWINGS AND DETAILS ARE PROVIDED

FOR REFERENCE ONLY.THE INFORMATION PROVIDED ON THIS SHEET ARE MINIMINUM

REQUIREMENTS. SECTIONS ARE PROVIDED FOR AESTHETICS.

TEMPORARY RAMPS MUST COMPLY WITH ABAAS.

ALL METAL FASTENERS USED IN TEMPORARY PROTECTION DETAILS SHALL BE NONSTAINING.

TEMPORARY RAMPS NOT TO EXCEED 5% SLOPE POST CONSTRUCTION INCLUDING

CONSTRUCTION TOLERANCES.

PROVIDE ILLUMINATION AS REQUIRED BY ASME A18.1 AT THE TEMPORARY ACCESS. PROVIDE A MINIMUM ILLUMINATION AT THE LIFT THRESHOLD OF 5 FOOTCANDLES. DURING LIFT OPERATION, PROVIDE A MINIMUM ILLUMINATION ON THE LIFT FLOOR AND CONTROLS OF 5 FOOTCANDLES.

TAPERED

THRESHOLD

AS1.5

AS1.5

30.08'27.58'25.08'

10.28

31.58

VERTICAL LIFT SECURED

TO FOUNDATION AND

LATERALLY BRACED TO

ELEVATED WALKWAY AS

REQ'D TO STABLIZE LIFT

60" MIN 60" MIN 60" MIN

11.78'

V

IF

60" MIN 60" MIN

HANDRAIL

PROTECTION FOR HISTORIC FABRIC

AT ALL POINTS OF CONTACT

SEE 2/AS1.7

1/2" / 12"

1" / 12"

1" / 12"

3/4" / 12"

VERTICAL LIFT SECURED

TO FOUNDATION AND

LATERALLY BRACED TO

ELEVATED WALKWAY AS

REQ'D TO STABILIZE LIFT

AS1.5

TYP.

HELICAL

PILES

REMOVE EXISTING SOIL & REPLACE W/ULTRA

LTWT. FOAMED GLASS AGGREGATE (UL-FGA) AS

REQ'D TO OFFSET SURCHARGE WT. OF FND

PAD. VERIFY W/GEOTECH. ENGR. UNDER

DELEGATED DESIGN

4 0 4 8

SCALE OF FEET

8 0 8 16

SCALE OF FEET

10 20

SCALE OF FEET

0 10

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

SCALE C

:1 :5

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

TEMPORARY ACCESS &

TEMPORARY FACILITIES

NATIONAL MALL & MEMORIAL PARKS

165367

303091

12 219

AS1.5

DLP

RMK

AER

07/01/2021

SCALE CAS1.5

2 SECTION

SCALE CAS1.5

3 SECTION

SCALE AAS1.5

1 TEMPORARY ACCESS - PHASE 1

SCALE AAS1.5

4 EAST / WEST SECTION - TEMPORARY ACCESS RAMP

SCALE CAS1.5

5 VERTICAL LIFT FOUNDATION OPTIONS

SHORE EXISTING STRUCTURE AS REQ'D

GUY WIRES W/GROUND ANC.

OR CONC. COUNTERWT. @

CONTRACTOR'S OPTION (TYP.)

CONC. LIFT FND. PAD W/

PERIMETER HAUNCHES

D

CHAMBER

LEVEL

31.58'

PORTICO LEVEL

29.86'

ELEVATOR

LOBBY

30.19'

ABC

ALUMINUM HANDRAIL,

BOTH SIDES

PROTECTION FOR HISTORIC FABRIC

AT ALL POINTS OF CONTACT

GUARDRAIL WALL WITH

PLYWOOD EACH SIDE,

PTD.

METAL SLIP

RESISTANT FLOOR

STRUCTURE

SUPPORT FRAME W/LATERAL BRACING IN

BOTH DIRECTIONS, SPACEING AS REQ'D

AS1.6

TAPER THRESHOLD

TAPER THRESHOLD

AS1.6

6'-0" VIF

31.58'

BTWN COLUMNS

CTR RAMP

M

IN

29.86'

S L O P E

M A X

C L E A R

M

IN

TEMPORARY ACCESSIBLE RAMP

ABAAS COMPLIANT

HANDRAIL AND

GUARDRAIL

14'-0"

36" MIN

CLEAR

16'-2"

36" MIN

S L O P E

M A X

S L O P E

M A X

C L E A R

M

IN

TEMPORARY

RESTROOM TRAILER

TEMPORARY

ACCESSIBLE

RESTROOM

TRAILER

ABAAS COMPLIANT

HANDRAIL AND

GUARDRAIL

ABAAS COMPLIANT

HANDRAIL AND

GUARDRAIL

CHAMBER

LEVEL

31.58'

PORTICO LEVEL

29.86'

36" MINIMUM

ALUMINUM

HANDRAIL, BOTH

SIDES

GUARDRAIL WALL WITH

PLYWOOD EACH SIDE,

PTD. W/ STRUTS AS

REQ'D

PROTECTION FOR HISTORIC FABRIC

AT ALL POINTS OF CONTACT

GENERAL NOTES

1.

2.

3.

4.

5.

TEMPORARY RAMPS TO BE BY DELEGATED DESIGN. DRAWINGS AND DETAILS ARE PROVIDED

FOR REFERENCE ONLY.THE INFORMATION PROVIDED ON THIS SHEET ARE MINIMINUM

REQUIREMENTS. SECTIONS ARE PROVIDED FOR AESTHETICS.

TEMPORARY RAMPS MUST COMPLY WITH ABAAS.

ALL METAL FASTENERS USED IN TEMPORARY PROTECTION DETAILS SHALL BE NONSTAINING.

TEMPORARY RAMPS NOT TO EXCEED 5% SLOPE POST CONSTRUCTION INCLUDING

CONSTRUCTION TOLERANCES.

PROVIDE ILLUMINATION AS REQUIRED BY ASME A18.1 AT THE TEMPORARY ACCESS. PROVIDE A MINIMUM ILLUMINATION AT THE LIFT THRESHOLD OF 5 FOOTCANDLES. DURING LIFT OPERATION, PROVIDE A MINIMUM ILLUMINATION ON THE LIFT FLOOR AND CONTROLS OF 5 FOOTCANDLES.

4 0 4 8

SCALE OF FEET

8 0 8 16

SCALE OF FEET

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

:1 :5

A M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

TEMPORARY ACCESS &

TEMPORARY FACILITIES

NATIONAL MALL & MEMORIAL PARKS

165367

303091

13 219

AS1.6

DLP

JRG

JRG

07/01/2021

SCALE BAS1.6

2 SECTION

SCALE BAS1.6

3 TEMPORARY ACCESS - PHASE 1

SCALE AAS1.6

1 TEMPOPORARY FACILITIES - PHASE 1

SCALE BAS1.6

4 SECTION

+/-1'-4"

23/32" EXTERIOR PLYWOOD, PAINTED,

FASTEN TO FRAMING WITH 2"

GALVANIZED WEATHER-GUARDED

SCREWS @ 8" O.C. SCREW FASTENER

AS REQ'D.

2X FRAMING, TYP

10 MIL CLEAR

POLYETHYLENE

CONTINUOUS OVER STEPS

EXISTING STEPS

1-1/2" EXTRUDED

POLYSTYRENE, TYP

COUNTERWEIGHTS W/SIZE

& SPACING AS REQ'D TO

PREVENT DISPLACEMENT

OF PROTECTIVE

SUBSTRATE. DETERMINED

BY DELEGATED DESIGNER.

10 MIL CLEAR

POLYETHYLENE OVER

FLOOR

1-1/2" EXTRUDED

POLYSTYRENE

TAPER EXTRUDED

POLYSTYRENE AT EDGE

OF PROTECTION

23/32" EXTERIOR

GRADE PLYWOOD

PAINTED (TYP.)

EXISTING

MARBLE SLAB

M A X

+/- 1'-10 1/2"

GRADE

GRADE

EXISTING

STYOLOBATE/

TERRACE WALL

10 MIL CLEAR

POLYETHYLENE

OVER WALL

PROFILE

COUNTERWEIGHTS W/SIZE

& SPACING AS REQ'D TO

PREVENT DISPLACEMENT

OF PROTECTIVE

SUBSTRATE. DETERMINED

BY DELEGATED DESIGNER.

23/32" EXTERIOR

PLYWOOD, PAINTED,

FASTEN TO FRAMING WITH

2" GALVANIZED WEATHER-

GUARDED SCREWS @ 8"

O.C. SCREW FASTENER AS

REQ'D

23/32" EXTERIOR

PLYWOOD, PAINTED,

FASTEN TO FRAMING

WITH 2" GALVANIZED

WEATHER-GUARDED

SCREWS @ 8" O.C.

SCREW FASTENER AS

REQ'D

2X FRAMING

1-1/2" EXTRUDED

POLYSTYRENE

10 MIL CLEAR

POLYETHYLENE

EXTEND BEYOND

10 MIL CLEAR

POLYETHYLENE

EXTEND BEYOND

1-1/2" EXTRUDED

POLYSTYRENE

10 MIL CLEAR

POLYETHYLENE

OVER WALL

PROFILE

PLANT POSTS IN

GROUND. VERIFY

LOCATION OF

IRRIGATION SYSTEM

DIAGONAL BRACING

AS REQUIRED FOR

WIND LOADING

EXISTING

SYLOBATE WALL

AS1.7

TYP.

GRADE

5'-9 3/4"

8 0 8 16

SCALE OF FEET

12 12

SCALE OF INCHES

6 0

6 6

SCALE OF INCHES

3 0

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

SCALE C

:3 :4

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

TEMPORARY PROTECTION

DETAILS

NATIONAL MALL & MEMORIAL PARKS

165367

303091

14 219

AS1.7

DLP

DLP

JRG

07/01/2021

SCALE BAS1.7

2 STEPS PROTECTION DETAIL

SCALE BAS1.7

3 PORTICO FLOOR PROTECTION DETAIL

SCALE AAS1.7

1 GRANITE TERRACE WALL PROTECTION DETAIL

SCALE AAS1.7

4 MARBLE TERRACE WALL PROTECTION

UP UP

AR4.1

AR4.1

AD1.2

A1.1

AR3.2

AR3.2

AR3.1

AR3.1

ELEV.

UNCONDITIONED

BASEMENT

SPACE

EMR

LIFT STOR.

WOMEN'S

ROOM

ST.

HISTORIC

MEN'S ROOM/

STORAGE

MEN'S ROOM

ACCESS

JC

ACCESS

ACCESS

FAMILY REST

ROOM

GIFT SHOP

EAST

VESTIBULE

ELEC

ACCESS

CORRIDOR

BOOKSTORE

WEST

VESTIBULE

MECH RM

EXHIBIT

SPACE

EXHIBIT

SUPPORT

SPACE

EXHIBIT

SUPPORT

EAST CORRIDORWEST CORRIDOR

ARTIFACT

STORAGE

ST.ARTIFACT

STORAGE

APPROXIMATE SOURCE

OF AVAILABLE POWER AT

UNDERCROFT -

LOCATION AND CAPACITY

UNCONFIRMED

SHAFT OPENING TO

UNDERCROFT AT

STYLOBATE WALL -

CONTRACTOR TO PULL

POWER FROM

UNDERCROFT VIA

OVERHEAD POSTS TO

STAGING AREA AT THIS

LOCATION

AR4.1

AR4.1 AR3.1

AR3.2

AR3.2

AR3.1

UNCONDITIONED

BASEMENT

SPACE

ELEV.

CLASSROOM

MAIN ELEC RM

MAIN ELEC

SERV RM

ELEC

TRAINING

ROOM

RESOURCE

CTR

ELEC

MAINT

BREAK RM

RESTROOM

CL CL CL

MECH

SOURCE OF

AVAILABLE

POWER WITHIN

JANITORIAL

CLOSET

ROOF

BELOW

ROOF

BELOW

AD1.6

16 0 16 32

SCALE OF FEET

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:3 :2

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

EXISTING REFERENCE

PLANS

NATIONAL MALL & MEMORIAL PARKS

165367

303091

15 219

AR1.1

DLP

DLP

JRG

07/01/2021

SCALE AAR1.1

1 LOWER LEVEL - REFERENCE

SCALE AAR1.1

2 MEZZANINE LEVEL - REFERENCE

ELEVATION 8.04' ELEVATION 17.02'

AR3.2

AR3.1

AR3.2

AR3.1

AR4.1

AR4.1

AD1.4

A1.4

CHAMBER

ELEV.

PORTICO

BOOKSTORE

MAINTENANCE

RM

VESTIBULE

ELEV LOBBY

USPP

RESTROOM

AR3.2

AR3.1

AR3.2

AR3.1

AR4.1

AR4.1

CHAMBER

AD1.5

16 0 16 32

SCALE OF FEET

A/E FIRM - P15PC00037

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SECURITY:

GHD

CHANTILLY, VA

PLUMBING:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

SGH

WASHINGTON D.C.

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

TELECOM:

GHD

CHANTILLY, VA

FIRE PROTECTION:

GHD

BALTIMORE, MD

CIVIL:

VHB, INC.

WILLIAMSBURG, VA

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:3 :2

P M

B

IM

N P S D S C N A M A J e ff e rs o n

M e m o ri a l L o w e r L e v e l a n d

E x h ib it s J E F M C D .r v t

EXISTING REFERENCE

PLANS

NATIONAL MALL & MEMORIAL PARKS

165367

303091

16 219

AR1.2

DLP

DLP

JRG

07/01/2021

SCALE AAR1.2

1 PORTICO/ CHAMBER LEVEL - REFERENCE

SCALE AAR1.2

2 SECOND LEVEL - REFERENCE

PORTICO ELEVATION 29.86'

CHAMBER ELEVATION 31.58'

ELEVATION 43.17'

MEZZANINE

LEVEL

17.02'

CHAMBER

LEVEL

31.58'

LOWER LEVEL

8.04'

SECOND LEVEL

43.17'

PORTICO LEVEL

29.86'

NOTE: ALL ELEVATION MARKERS

ARE…