B09_Amd_05_Attach_35_GOGA_311373_Complete_CD_Drawings_2023_08_07_Part1_0005.pdf

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STABILIZE AND REHABILITATE ALCATRAZ ISLAND

A/E FIRM

PRIME/ARCHITECTURAL/STRUCTURAL:

WISS, JANNEY, ELSTNER ASSOCIATES, INC.

EMERYVILLE, CA

HAZMAT:

SCA ENVIRONMENTAL

SAN FRANCISCO, CA

HISTORIC STRUCTURES

Fuel Tank

Tide Guage ~---------

OWater Tank p (R

Military Electr~

Old Quarry Dock

THIS PROJECT

A/E CONTRACT NUMBER: 140P2022D0022

SURVEYING: GEOTECH:

BKF LANGAN

REDWOOD Cl1Y, CA SAN FRANCISCO, CA

MEP:

GLUMAC

SAN FRANCISCO, CA

<>Greenhouse

Mark Sheet

Military Chapel

REVISION

a Foghorn ms Dock

First Aid

, .. ., Offlv

Parade Ground

Date Initial QUALITY DESIGN CERTIFICATION

□ Prepared in Accordance with Design l---+--+-----------1---+----I Development (litle I) ____ _ OR Drawing Na.

D Variance from Design Development (litle I) Approved by Superintendent on ___ _ l---+--+-----------1---+----I OR Date

□ Construction Drawing Not Preceded

1---+--+-----------1---+----I by Design Development (Title I)

Project Manager Oate r::::;~ POINT._._,._

~ ~ REYES

~ N.S.

t::::::::::::::;:::::::::::: i;olbEN • GA ft

...,.....~~~ NATIONAL

t::::::::::::::;::::::::::;: RECREATION AREA

~ ........,........,.,...,.._,___,........,........,.,...,.._,._,._,. ALCATRAZ ........,.~

ISLAND

OCEAN

t-"-"-"-"-"-''-"-''-"-''-"-" ........... ..,._,....,._,.,..,._,.,.,....,._ SWEENEY r::::;~::::;:::::::;~::::;:::::::;~::::;::~ RIDGE

AREA

SAN FRANCISCO 10

CALIFORNIA

LEGEND

~ AREA OF WORK

NAPA

SCALE OF MILES

SCALE OF FEET

100 0 100 200 300

14OP2O22FO139

GOGA 311373

CONSTRUCTION DRAWINGS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

I I I I

I I

I I

I

25 0 25 50 75

SCALE OF METERS

TITLE OF PROJECT

I) IIIWIJJAI Malll 911) IHI:

LOCATION WITHIN PARK

ALCATRAZ ISLAND

NAME OF PARK

GOLDEN GATE NATIONAL RECREATION AREA

REGION

PACIFIC WEST

COUN1Y

SAN FRANCISCO

STATE

CALIFORNIA

FAIRFIELD

DRAWING NO.

180012

PMIS/PKG NO.

311373

SHEET

1 OF224

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PAGE

NO.

Sheet Number

T G001 G002 G003 G004

G005 G006 G007

GOOS

G009 G010 G011 G012

G100 G110 G120

A001 A100 A110 A120

A130

A214

A215

A216

A217 A218 A219

A220

A221

A222

A223

A224

A225 A226 A340 A341 A350 A351 A352 A353 A360 A361

A362 A370 A371 A400 A401 A410 A411 A420

A421

A430 A440 A441 A442 A443

A450

A451

A452

A453

A454

DRAWING INDEX

Sheet Title

GENERAL

COVER SHEET

DRAWING INDEX

GENERAL NOTES

ABBREVIATIONS & LEGEND

PROPOSED PHASING PLAN

STAGING PLAN

FENCE & NETTING PLAN

PHASE 3C BASEMENT EGRESS

PHASE 3C FIRST FLOOR EGRESS

PHASE 3C SECOND FLOOR EGRESS

PHASE 3F BASEMENT EGRESS

PHASE 3F FIRST FLOOR EGRESS

PHASE 3F SECOND FLOOR EGRESS

BASEMENT FLOOR PLAN ROOM TAGS

FIRST FLOOR PLAN ROOM TAGS

SECOND FLOOR PLAN ROOM TAGS

ARCHITECTURAL

ELEVATION AND WINDOW KEY PLAN

BASEMENT FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

ROOF PLAN

INTERIOR ELEVATION ADMINISTRATION WING SOUTH

WALL

INTERIOR ELEVATION ADMINISTRATION WING EAST &

WEST WALLS

INTERIOR ELEVATION CELLHOUSE SOUTH & WEST

WALLS

INTERIOR ELEVATION CELLHOUSE PARTIAL WEST

INTERIOR ELEVATION CELLHOUSE PARTIAL WEST

INTERIOR ELEVATION HOSPITAL WING WEST WALL

INTERIOR ELEVATION HOSPITAL WING WEST WALL

INTERIOR ELEVATION CELLHOUSE & HOSPITAL

NORTH WALL

INTERIOR ELEVATION HOSPITAL WING EAST WALL

INTERIOR ELEVATION CELLHOUSE & HOSPITAL

NORTH & EAST WALLS

INTERIOR ELEVATION CELLHOUSE NORTH & EAST

WALLS

INTERIOR ELEVATION CELLHOUSE EAST WALL

INTERIOR ELEVATION CELLHOUSE EAST WALL

SECTION ELEVATION @ GL 3

WALL SECTIONS @ GL 3

SECTION ELEVATION @ GL H.5

SECTION ELEVATION @ GL 6

WALL SECTIONS @ GL H.5 & 6

WALL SECTIONS @ GL J.4 & 6

SECTION ELEVATION @ GL 1 0

SECTION ELEVATION @ GL K.3

WALL SECTIONS @ GL 10 & K.3

SECTION ELEVATION @ GL E.1

WALL SECTIONS @ GL E.1

ENLARGED BASEMENT LEVEL FLOOR PLAN

ENLARGED BASEMENT REFLECTED CEILING PLAN

ENLARGED FIRST FLOOR PLAN

ENLARGED FIRST FLOOR REFLECTED CEILING PLAN

ENLARGED SECOND FLOOR PLAN

ENLARGED SECOND FLOOR REFLECTED CEILING

PLAN

ENLARGED ROOF PLAN

ENLARGED PLANS @ GL 3 DEMO & NEW

ENLARGED PLANS @ GL 3 DEMO & NEW

ENLARGED PLANS @ GL 3 DEMO & NEW

ENLARGED PLANS @ GL 3 DEMO & NEW

ENLARGED PLANS @ GL 6 AND H.5 DEMO & NEW

ENLARGED RCP PLANS @ GL 6 AND H.5 DEMO &

NEW

ENLARGED PLANS @ GL 6 AND H.5 DEMO & NEW

ENLARGED RCP PLANS @ GL 6 AND H.5 DEMO &

NEW

ENLARGED PLANS @ GL 6 AND H.5 DEMO & NEW

DRAWING INDEX

PAGE

NO. Sheet Number Sheet Title

62 A455 ENLARGED RCP PLANS @ GL 6 AND H.5 DEMO &

NEW

63 A460 ENLARGED PLANS @ GL 10 DEMO & NEW

64 A461 ENLARGED RCP PLANS @ GL 1 0 DEMO & NEW

65 A462 ENLARGED PLANS @ GL 1 0 DEMO & NEW

66 A463 ENLARGED RCP PLANS @ GL 10 DEMO & NEW

67 A464 ENLARGED PLANS @ GL 10 DEMO & NEW

68 A465 ENLARGED RCP PLANS @ GL 10 DEMO & NEW

69 A470 ENLARGED PLANS @ GL E.1 DEMO & NEW

70 A501 WINDOW DETAILS

71 A502 WINDOW DETAILS

72 A503 WINDOW REPAIR TYPE 1 - PRESERVE (E) WINDOW

73 A504 WINDOW REPAIR TYPE 2 - REPAIR (E) STEEL

WINDOW

74 A505 WINDOW REPAIR TYPE 2 - REPAIR (E) STEEL

WINDOW

75 A506 WINDOW REPAIR TYPE 4 - ADMIN WING WINDOWS

76 A507 WINDOW REPAIR TYPE 4 - ADMIN WING WINDOWS

77 A508 WINDOW DETAIL REPAIR - (E) METAL-CLAD WOOD

WINDOW

78 A509 INTERIOR SECURITY BAR DETAILS

79 A510 DOOR DETAILS

80 A511 DOOR DETAILS

81 A512 FACADE COMPONENT DETAILS

82 A513 ROOFING REPAIR DETAILS AT PARAPET

83 A514 PARAPET & ROOFING REPAIR DETAILS

84 A520 TYPICAL FLOOR FINISH DETAILS

85 A521 TYPICAL INTERIOR PLASTER WALL DETAILS

86 A522 TYPICAL INTERIOR PLASTER WALL DETAILS

87 A523 TYPICAL MISCELLANEOUS WALL FINISH DETAILS

88 A524 TYPICAL FIBERBOARD UNIT DETAILS

89 A525 TYPICAL PLASTER CEILING DETAILS

90 A526 TYPICAL PLASTER CEILING DETAILS

91 A527 TYPICAL MISCELLANEOUS CEILING DETAILS

92 A540 GL 3 DETAILS

93 A541 GL 3 ENLARGED DOOR PLANS

94 A550 GL 6 AND H.5 DETAILS

95 A551 GL 6 AND H.5 ENLARGED DOOR PLANS

96 A560 GL 10 AND K.3 DETAILS

97 A601 WINDOW SCHEDULE

98 A602 WINDOW SCHEDULE

STRUCTURAL ENCLOSURE

99 SE201 EXTERIOR ELEVATION ADMINISTRATION WING SOUTH

EXTERIOR ELEVATION ADMINISTRATION WING 100 SE202 EAST &

WEST

101 SE203 EXTERIOR ELEVATION CELLHOUSE SOUTH & WEST

102 SE204 EXTERIOR ELEVATION CELLHOUSE PARTIAL WEST

103 SE205 EXTERIOR ELEVATION CELLHOUSE PARTIAL WEST

104 SE206 EXTERIOR ELEVATION CELLHOUSE & HOSPITAL

PARTIAL NORTH

105 SE207 EXTERIOR ELEVATION HOSPITAL WEST

106 SE208 EXTERIOR ELEVATION HOSPITAL WEST

107 SE209 EXTERIOR ELEVATION HOSPITAL PARTIAL EAST

108 SE210 EXTERIOR ELEVATION HOSP & CELL PARTIAL EAST

& NORTH

109 SE211 EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST &

NORTH

110 SE212 EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST

111 SE213 EXTERIOR ELEVATIONS CELLHOUSE PARTIAL EAST

112 SE214 INTERIOR ELEVATION ADMINISTRATION WING SOUTH

WALL

113 SE215 INTERIOR ELEVATION ADMINISTRATION WING EAST &

WEST WALLS

INTERIOR ELEVATION CELLHOUSE SOUTH & WEST 114 SE216 WALLS

115 SE217 INTERIOR ELEVATION CELLHOUSE PARTIAL WEST

116 SE218 INTERIOR ELEVATION CELLHOUSE PARTIAL WEST

117 SE219 INTERIOR ELEVATION HOSPITAL WING WEST WALL

118 SE220 INTERIOR ELEVATION HOSPITAL WING WEST WALL

INTERIOR ELEVATION CELLHOUSE & HOSPITAL 119 SE221 NORTH WALL

120 SE222 INTERIOR ELEVATION HOSPITAL WING EAST WALL

INTERIOR ELEVATION CELLHOUSE & HOSPITAL 121 SE223 NORTH & EAST WALLS

DRAWING INDEX DRAWING INDEX

PAGE PAGE

NO. Sheet Number Sheet Title Sheet Number Sheet Title NO.

INTERIOR ELEVATION CELLHOUSE NORTH & EAST 181 E141 ELECTRICAL ROOF PLAN 122 SE224 WALLS 182 E211 BASEMENT ENLARGED ELECTRICAL PLANS

123 SE225 INTERIOR ELEVATION CELLHOUSE EAST WALL

124 SE226 INTERIOR ELEVATION CELLHOUSE EAST WALL 183 E212 ENLARGED ELECTRICAL PLANS AT GRID LINE 3

BASEMENT & FIRST LEVEL

125 SE501 TYPICAL FACADE PATCHING DETAILS 184 E221 1 ST FLOOR ENLARGED ELECTRICAL PLANS

126 SE502 TYPICAL FACADE PATCHING DETAILS 185 E231 2ND FLOOR ENLARGED ELECTRICAL PLANS 127 SE503 TYPICAL FACADE PATCHING DETAILS 186 E240 GL 3 INTERIOR ELEVATION ELECTRICAL 128 SE504 TYPICAL FACADE PATCHING DETAILS 187 E260 GL 10 INTERIOR ELEVATION ELECTRICAL 129 SE505 TYPICAL FACADE PATCHING DETAILS EXTERIOR ELEVATION ADMINISTRATION WING SOUTH 188 E401

130 SE506 TYPICAL INTERIOR PATCHING DETAILS - ELECTRICAL

131 SE510 PILASTER STRENGTHENING REPAIR DETAILS 189 E402 EXTERIOR ELEVATION ADMINISTRATION WING EAST -

ELECTRICAL

132 SE511 PILASTER STRENGTHENING REPAIR DETAILS EXTERIOR ELEVATION CELLHOUSE PARTIAL WEST -190 E405

133 SE512 PILASTER STRENGTHENING REPAIR DETAILS ELECTRICAL

SUPPLEMENTAL STEEL BEAM STRENGTHENING @ 191 E406 EXTERIOR ELEVATION CELLHOUSE & HOSPITAL

134 SE513 D-BLOCK PARTIAL NORTH - ELECTRICAL

135 SE520 EXTERIOR ELEVATION HOSPITAL PARTIAL EAST -INTEGRITY REINF. AND HORIZONTAL CENTER CORE 192 E409 ELECTRICAL 136 SE521 INTEGRITY REINF. AND HORIZONTAL CENTER CORE EXTERIOR ELEVATION HOSP & CELL PARTIAL EAST 193 E410 STRUCTURAL & NORTH - ELECTRICAL

137 S001 STRUCTURAL GENERAL NOTES EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST & 194 E411 NORTH - ELECTRICAL

138 S100 HOSPITAL WING BASEMENT LEVEL PLAN

EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST -

139 S110 HOSPITAL WING FIRST LEVEL PLAN 195 E412 ELECTRICAL

140 S120 HOSPITAL WING SECOND LEVEL PLAN 196 E413 EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST -

141 S130 HOSPITAL WING ROOF PLAN ELECTRICAL

INTERIOR ELEVATION ADMINISTRATION WING SOUTH

142 S340 SECTION ELEVATION @ GL 3 197 E414 WALL - ELECTRICAL

143 S350 SECTION ELEVATION @ GL H.5

198 E415 INTERIOR ELEVATION ADMINISTRATION WING EAST

144 S351 SECTION ELEVATION @ GL 6 WALL - ELECTRICAL

145 S360 SECTION ELEVATION @ GL 10 199 E418 INTERIOR ELEVATION CELLHOUSE PARTIAL WEST -

ELECTRICAL

146 S361 SECTION ELEVATION @ GL K.3 INTERIOR ELEVATION CELLHOUSE & HOSPITAL 200 E421 147 S370 SECTION ELEVATION @ GL E.1 NORTH WALL 148 S380 RECREATION WALL ELEVATION 201 E424 INTERIOR ELEVATION CELLHOUSE NORTH & EAST

WALLS - ELECTRICAL 149 S381 RECREATION WALL ELEVATION

INTERIOR ELEVATION CELLHOUSE EAST WALL -

150 S440 ENLARGED PLANS GL 3 202 E425 ELECTRICAL

151 S441 ENLARGED PLANS GL 3 INTERIOR ELEVATION CELLHOUSE EAST WALL -203 E426

152 S442 ENLARGED PLANS GL 3 ELECTRICAL

153 S450 ENLARGED PLANS GL H.5 AND 6 204 E511 ELECTRICAL SINGLE LINE DIAGRAM

154 S451 ENLARGED PLANS GL H.5 AND 6 PLUMBING

155 S460 ENLARGED PLANS @ GL 10 205 P001 PLUMBING LEGEND & ABBREVIATIONS

156 S461 ENLARGED PLANS @ GL 10 206 P111 HOSPITAL WING BASEMENT PLUMBING

157 S470 ENLARGED PLANS GL E.1 207 P121 HOSPITAL WING 1 ST FLOOR PLUMBING PLAN

158 S500 GENERAL DETAILS 208 P122 CELL HOUSE 1 ST FLOOR PLUMBING PLAN

159 S501 FOUNDATION DETAILS 209 P131 HOSPITAL WING 2ND FLOOR PLUMBING PLAN

160 S502 COLLECTOR DETAILS 210 P132 CELL HOUSE 2ND FLOOR PLUMBING PLAN

161 S520 FRP DETAILS 211 P141 PLUMBING ROOF PLAN

162 S530 HOSPITAL WING CMU WALL RETROFIT DETAILS 212 P240 GL 3 INTERIOR ELEVATION PLUMBING

163 S540 GL 3 WALL DETAILS 213 P402 EXTERIOR ELEVATION ADMINISTRATION WING EAST -

PLUMBING

164 S541 GL 3 WALL DETAILS EXTERIOR ELEVATION CELLHOUSE & HOSPITAL

165 S542 GL 3 WALL DETAILS

214 P406 PARTIAL NORTH - PLUMBING

166 S550 GL 6 AND H.5 WALL DETAILS 215 P409 EXTERIOR ELEVATION HOSPITAL PARTIAL EAST -

167 S551 GL 6 AND H.5 WALL DETAILS

PLUMBING

EXTERIOR ELEVATION HOSP & CELL PARTIAL EAST 216 P410 168 S552 GL 6 AND H.5 WALL DETAILS & NORTH - PLUMBING

169 S560 GL 10 AND K.3 WALL DETAILS 217 EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST & P411

170 S561 GL 10 AND K.3 WALL DETAILS NORTH - PLUMBING

EXTERIOR ELEVATION CELLHOUSE PARTIAL EAST -

S570 GL E.1 WALL DETAILS 218 P413 PLUMBING

172 S580 RECREATION WALL DETAILS INTERIOR ELEVATION CELLHOUSE PARTIAL WEST -

173 S581 RECREATION WALL DETAILS

219 P418 PLUMBING

174 S585 TYPICAL COLD FORMED STEEL FRAMING DETAILS INTERIOR ELEVATION HOSPITAL WING WEST -220 P419 PLUMBING

175 S586 TYPICAL COLD FORMED STEEL FRAMING DETAILS

176 S590 BEAM REPAIR DETAILS 221 P420 INTERIOR ELEVATION HOSPITAL WING WEST WALL -

PLUMBING

ELECTRICAL 222 P424 INTERIOR ELEVATION CELLHOUSE NORTH & EAST

177 E001 ELECTRICAL LEGEND & ABBREVIATIONS WALLS - PLUMBING

178 E111 HOSPITAL WING 223 P425 INTERIOR ELEVATION CELLHOUSE EAST WALL -

BASEMENT ELECTRICAL PLAN PLUMBING

179 E121 HOSPITAL WING 1 ST FLOOR ELECTRICAL PLAN INTERIOR ELEVATION CELLHOUSE EAST WALL -224 P426

180 E131 HOSPITAL WING 2ND FLOOR ELECTRICAL PLAN PLUMBING

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

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RJB DRAWING INDEX 641 ~~- GIL4t.r_ (~ ti~ 1>..A - ,a., .. , .. , 180012 rE ::, z ffi JAW

G001 w m PMIS/PKG NO. ex: ::0

•,ti * TECH. REVIEW: 311373

C~o>;, .,.. (} I J-1,

r. // - KRC/UMG SHEET ~ Uf/ ;AL I {:V' DATE: ALCATRAZ ISLAND

06/13/2023 GOLDEN GATE NATIONAL RECREATION AREA 2 OF224

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GENERAL NOTES

1 . DO NOT SCALE DRAWINGS

2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE

COMPLEMENTARY.

3. THE 2019 CALIFORNIA HISTORIC BUILDING CODE (CHBC) IS THE

MODEL BUILDING CODE APPLICABLE TO THIS PROJECT. NEW WORK

NOT GOVERNED BY THE 2019 CHBC SHALL BE PERFORMED IN

ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE (CBC)

AND THE CODES AND STANDARDS REFERENCED BY THE 2019

CBC, AS WELL AS SPECIFIED STANDARDS.

4. PERFORM WORK SHOWN IN ACCORDANCE WITH ALL APPLICABLE

LAWS, CODES, REGULATIONS, AND ORDINANCES.

5. UPON COMPLETION OF THE WORK REMOVE CONSTRUCTION

MATERIALS AND EQUIPMENT, TEMPORARY PROTECTION AND

BARRIERS, AND DEBRIS FROM THE SITE. LEAVE SITE IN CLEAN

CONDITION.

SAFETY

1 . AT ALL TIMES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF PERSONS

AND PROPERTY, AND FOR ALL NECESSARY ENGINEERING REVIEWS

OF THE CONDITIONS. SITE VISITS BY THE CONTRACTING OFFICER

AND NPS CONSULTANTS ARE NOT INTENDED TO INCLUDE REVIEW

OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

SITE AND VISITOR PROTECTION

1. EVALUATE THE CONDITION, STRENGTH AND SUITABILITY OF EXISTING

STAIRS AND OTHER ACCESS ROUTES BEFORE SUBJECTING THEM

TO CONSTRUCTION USE.

2. PROVIDE WARNING SIGNS, BARRIERS, BARRICADES AND FENCES AS

SPECIFIED AND AS NECESSARY TO SEPARATE THE WORK AREA

FROM THE PUBLIC, TO PREVENT PEDESTRIANS AND TRAFFIC FROM

ENTERING THE WORK AREAS, AND TO PROVIDE FOR SAFE AND

ORDERLY FLOW OF PEDESTRIANS AND VEHICLE TRAFFIC IN AND

AROUND THE SITE DURING WORK.

3. ENSURE THAT ROADWAYS, BUILDINGS, CURBS, FENCES, GATES,

AND OTHER FACILITIES ADJOINING OR NEAR THE SITE ARE NOT

DAMAGED BY CONSTRUCTION. DAMAGE CAUSED BY THE

CONTRACTOR'S OPERATIONS TO EXISTING PROPERTY SHALL BE

REPLACED OR REPAIRED IN KIND AT NO COST TO THE

GOVERNMENT, AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

4. DURING CONSTRUCTION, COVER OPENINGS IN WALLS AT END OF

EACH DAY'S WORK TO PROTECT WALLS, WORK IN PROGRESS,

ADJACENT BUILDING FEATURES, AND INTERIORS FROM DAMAGE AT

ALL TIMES. COVER PARTIALLY-COMPLETED WORK WHEN WORK IS

DISCONTINUED. HOLD COVER SECURELY IN PLACE.

5. PROVIDE TEMPORARY PROTECTION OF EXISTING CONSTRUCTION

FROM WEATHER UNTIL DEMOLISHED CONSTRUCTION IS REPLACED

WITH NEW WEATHERTIGHT CONSTRUCTION.

6. PROVIDE TEMPORARY CANOPIES, WALLS, SIGNS, AND OTHER

NECESSARY MEASURES TO MAINTAIN SAFE CONDITIONS AND

PROTECT PERSONS WHO COME INTO CONTACT WITH THE WORK

AREAS AT ALL TIMES.

7. WHERE EXISTING EMERGENCY EXITS ARE BLOCKED OR

INACCESSIBLE TO THE PUBLIC, PREPARE AN ALTERNATE

EMERGENCY EGRESS PLAN FOR AREAS OPEN TO THE PUBLIC FOR

APPROVAL BY THE CONTRACTING OFFICER. PROVIDE TEMPORARY

EGRESS SIGNAGE AND EMERGENCY LIGHTING ALONG TEMPORARY

EGRESS ROUTES. MODIFY THESE AS NECESSARY TO RESPOND TO

CONSTRUCTION PHASING.

EXISTING CONSTRUCTION

1 . EXISTING ITEMS ARE INDICATED AS EXISTING OR (E). ITEMS

WITHOUT THIS INDICATION ARE NEW CONSTRUCTION. FOR CLARITY,

SOME NEW CONSTRUCTION MAY BE INDICATED AS (N).

2. DIMENSIONS OF THE EXISTING CONSTRUCTION SHOWN ARE BASED

ON LIMITED FIELD MEASUREMENTS. ACTUAL DIMENSIONS AND

ELEVATIONS OF THE EXISTING CONSTRUCTION VARY. FIELD-VERIFY

EXISTING DIMENSIONS AND CONDITIONS PRIOR TO STARTING THE

WORK. ADJUST DIMENSIONS OF THE NEW CONSTRUCTION TO FIT

THE EXISTING CONDITIONS.

3. LOCATIONS OF EXISTING CONCRETE REINFORCING AND EMBEDDED

STEEL AND EMBEDDED UTILITIES ARE NOT KNOWN. NOT ALL

OBSTRUCTIONS ARE NOTED ON PLANS. WHERE SHOWN ON

DRAWINGS, THE DEPICTIONS ARE DIAGRAMMATIC. CONTRACTOR

SHALL USE NON-DESTRUCTIVE TECHNIQUES TO POSITIVELY

IDENTIFY EMBEDDED ITEMS PRIOR TO DEMOLITION. CONTACT THE

CONTRACTING OFFICER IF EMBEDDED ITEMS INTERFERE WITH WORK.

REINFORCING (SUCH AS, BUT NOT LIMITED TO REINFORCING TIES)

SHALL BE FABRICATED TO FIT ACTUAL CONDITIONS. CONTRACTOR

SHALL IDENTIFY OBSTRUCTIONS AND EMBEDDED ITEMS IN FIELD

PRIOR TO DEMOLITION.

4. DURING ALL STAGES OF CONSTRUCTION, PROTECT THE EXISTING

BUILDING ELEMENTS THAT ARE TO REMAIN. DAMAGE TO THE

EXISTING BUILDING ELEMENTS SHALL BE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE

SATISFACTION OF THE NATIONAL PARK SERVICE AT THE

CONTRACTOR'S EXPENSE.

CONSTRUCTION PHASING IN CELLHOUSE

1. CONSTRUCTION PHASING SHALL MINIMIZE THE IMPACT ON THE

VISITOR EXPERIENCE INCLUDING THE CELLHOUSE TOUR.

TESTS AND INSPECTIONS

1. SEE SPECIFICATIONS FOR TESTS AND/OR INSPECTION

REQUIREMENTS.

SHORING

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,

INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL SHORING

REQUIRED TO PERFORM THE WORK.

2. PRIOR TO ANY DEMOLITION, DETERMINE IF SHORING IS NECESSARY.

3. SHORING SHALL EXTEND DOWN TO, AND BE SUPPORTED BY THE

GROUND.

4. SHORE AND BRACE THE EXISTING AND NEW CONSTRUCTION TO

ENSURE THE SAFE AND ADEQUATE STRENGTH OF THE STRUCTURE

DURING ALL STAGES OF THE CONSTRUCTION AS DETERMINED BY A

LICENSED ENGINEER RETAINED BY THE GENERAL CONTRACTOR.

EVALUATE CAPACITY OF (E) FLOOR SLABS, UTILITY CORRIDOR,

FLOOR AND OTHER STRUCTURAL COMPONENTS FOR PROPOSED

CONSTRUCTION LOADING COMBINED WITH (E) LOADING. PROVIDE

SHORING TO PREVENT DAMAGE WHERE CAPACITY OF STRUCTURE IS

DEFICIENT.

5. LIMITED ITEMS SPECIFICALLY CALLED OUT TO BE SHORED (WINDOW

BARS) ARE NOT INCLUSIVE OF ITEMS REQUIRING SHORING.

EMPHASIS ON A SPECIFIC ITEM DOES NOT RELIEVE THE

CONTRACTOR FROM THE RESPONSIBILITY OF IDENTIFYING THE NEED

FOR SHORING CONSISTENT WITH CONTRACTOR MEANS AND

METHODS AND EXISTING CONDITIONS UPON MOBILIZATION.

NEW CONSTRUCTION

1. DETAILS NOT SHOWN, OR DETAILED ON DRAWINGS, OR CALLED

FOR IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE

AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN,

DETAILED OR SPECIFIED.

2. PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT

REQUIRED FOR COMPLETE AND PROPER INSTALLATION OF WORK

AS SELECTED BY THE CONTRACTOR AND SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER.

HAZARDOUS MATERIALS

1. HAZARDOUS MATERIALS REPORTS HAVE BEEN PERFORMED FOR

THIS SITE. THE REPORT(S) ARE INCLUDED IN THE SUPPLEMENTAL

INFORMATION DOCUMENTS.

2. THE PROJECT MANUAL CONTAINS INFORMATION ON EXISTING

HAZARDOUS CONDITIONS AND HAZARDOUS MATERIAL PROCEDURES,

REFER TO THE HAZARDOUS MATERIALS SPECIFICATION SECTIONS.

3. HAZARDOUS MATERIALS ARE TYPICALLY NOT CALLED OUT IN THE

DRAWINGS. REFER TO THE REPORT(S) FOR LOCATIONS. ANY

DRAWING CALLOUTS TO SPECIFIC MATERIALS OR LOCATIONS DOES

NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR

SPECIFIED TREATMENT AT ALL LOCATIONS, WHETHER CALLED OUT

OR NOT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

PERSONNEL WITHIN THE WORK AREA AND ADJACENT OCCUPIED

STRUCTURES ARE PROTECTED FROM EXPOSURE TO ANY

HAZARDOUS MATERIALS FROM THE WORK OF THIS PROJECT.

5. IF UNKNOWN MATERIALS ARE DISCOVERED THAT MAY BE

HAZARDOUS, THAT ARE OUTSIDE THE SCOPE OF THE REPORTS

AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER AND CEASE WORK UNTIL CONDITIONS

CAN BE MAINTAINED IN COMPLIANCE WITH ALL APPLICABLE

REGULATIONS.

HOW TO USE THESE DRAWINGS/DRAWING CONVENTIONS

1. G SERIES SHEETS INCLUDE THE DRAWING INDEX AND GENERAL

NOTES. G SERIES SHOW STAGING, NETTING, PHASING, AND

EGRESS.

2. A SERIES SHEETS SHOW ARCHITECTURAL REPAIRS AND FINISH

WORK RELATED TO STRUCTURAL AND STRUCTURAL ENCLOSURE

WORK.

3. uSE" SERIES SHEETS SHOW STRUCTURAL ENCLOSURE REPAIRS AT

EXTERIOR WALLS; PLUMBING AND ELECTRICAL ITEMS ARE SHOWN

ON THE EXTERIOR "SE" SERIES DRAWINGS, BUT THE REPAIR OF

THESE ITEMS IS GIVEN IN THE "p" AND E SERIES SHEETS.

INTERIOR "SE" SERIES ELEVATIONS DO NOT SHOW PLUMBING AND

ELECTRICAL ITEMS, REFER TO THE "p" AND E SERIES SHEETS

FOR THEIR LOCATIONS AND REPAIRS.

4. us" SERIES SHEETS SHOW ADDITIONAL STRUCTURAL REPAIRS AND

SEISMIC UPGRADE WORK.

5. up" SERIES SHEETS SHOW PLUMBING AND LIMITED MECHANICAL

ENGINEERING WORK.

6. uE" SERIES SHEETS SHOW ELECTRICAL WORK.

7. THE HOSPITAL WING AND ADMINISTRATION WING ARE SHOWN TO

HAVE A LEVEL 2 ON ELEVATIONS AND PLANS. THE CELLHOUSE

DOES NOT HAVE A LEVEL 2 AS IT DOES NOT HAVE A SECOND

LEVEL SLAB, HOWEVER THE UPPER WINDOWS OF THE CELLHOUSE

ARE LISTED IN A 200 SERIES TO MATCH THE HOSPITAL AND

ADMINISTRATION WING WINDOWS.

a. THERE ARE THREE LEVELS TO THE GUN GALLERIES IN THE

MAIN CELL HOUSE. THE FIRST LEVEL ALIGNS WITH THE FIRST

FLOOR OF THE MAIN CELL HOUSE. THE SECOND LEVEL

OCCURS BETWEEN THE FIRST AND SECOND LEVELS OF THE

ADMINISTRATION AND HOSPITAL WINGS. THE THIRD LEVEL

OCCURS BETWEEN THE SECOND AND THIRD LEVELS OF THE

ADMINISTRATION AND HOSPITAL WINGS.

\>~ofESS/~

DESIGNED: SUB SHEET NO.

~ ~- GIL~-?:~ ,::;,~;:;:,~.;;:;j•;.-I __ 7 iB :::, z ~ JAW G002 a ~ ~ ------1 ~ ,Ii * TECH. REVIEW:

TITLE OF SHEET

GENERAL NOTES

DRAWING NO.

180012

PMIS/PKG NO.

311373 SHEET ! l)~:,~~~f - ~:;tUMG ALCATRAZ ISLAND

:=L-__________________________________________________________________________ ---1,0::.:6::!/....:1..=3t.../=.20:.:2::3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=3=_o_:F2=2=4=..1 te d:

/7

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No. C055585

Exp. 12/31/24

ARCHITECTURAL AND STRUCTURAL ABBREVIATIONS

A H

ABV. ABOVE (H~ HORIZ. HORIZONTAL

A.B. ANCHOR BOLT R. '.T.A. HOLLOW CLAY TILE

A6E ARCHITECT/ ENGINEER HD HOLDOWN

A D'L ADDITIONAL H.D.G. HOT-DIPPED GALVANIZED

ADJ. ADJACENT HDPE HIGH-DENSITY POLYETHYLENE

ALT. ALTERNATE HDR HEADER

AMP. AMPLITUDE HF HISTORIC FIXTURE

AGGR. AGGREGATE HGR HANGER

APPROX. APPROXIMATE(LY~ HK HOOK

ARCH. ARCHITECT{URE) URAL) HP "HP" STEEL SHAPE

H.S. HEADED STUD or B

BD BOARD HSS

HIGH STRENGTH JBOLT~

HOLLOW STRUCT RAL ECTION

B.L. BOTTOM LOWER HT HEIGHT

BLDG BUILDING

BLK BLOCK I

BLKG BLOCKING I.B.C. INTERNATIONAL BUILDING CODE

BM BEAM I.C.C.P. IMPRESSED CURRENT CATHODIC

B.N. BOUNDARY NAIL{ING) PROTECTION

BOTT. BOTTOM I.D. INSIDE DIAMETER

B.A. BOTTOM OF I.E. THAT IS SPECIFICALLY

B.A.C. BOTTOM OF CONCRETE I.E.B.C. INTERNATIONAL EXISTING BUILDING CODE

B.A.F. BOTTOM OF FOOTING I.F. INSIDE FACE

B.A.S. BOTTOM OF STEEL IN. INCH

B.S. BOTH SIDES INCL. INCLUDED

BSMT BASEMENT INFO. INFORMATION

B.U. BOTTOM UPPER INSP. INSPECTION

BlWN BETWEEN INSUL. INSULATION

INT. INTERIOR

C IRREG. IRREGULAR

C CHANNEL STEEL SHAPE

J C.I.P. CAST-IN-PLACE

C.J. CONSTRUCTION JOINT JCT. JUNCTION

CLG CEILING JST JOIST

CUN CONTRACT LINE ITEM NUMBER JT JOINT

CLR CLEAR CLEARANCE

K C.M.U. CONCRETE MASONRY UNIT

c.o. CONTRACTING OFFICER K KIP (100 POUNDS)

COL COLUMN K.D. KILN DRIED

COLL. COLLECTOR KSI KIPS PER SQUARE INCH

CONC. CONCRETE KSF KIPS PER SQUARE FOOT

CONN. CONNECT(OR)(ION)

L CONST. CONSTRUCT~ING)(ION) □ L ANGLE STEEL SHAPE ci CONT. CONTI NU OU z CONTR. CONTRACTOR LB LIGHT BRACKET g LBS. POUNDS ID C.A. COMPLETE PENETRATION (WELD) < LF LINEAL-FOOT ~FEET~ .,., CTSK COUNTERSINK L.L.H. LONG LEG HO IZO AL 0 CWT COUNTERWEIGHT 0

;?,- L.L.V. LONG LEG VERTICAL

z D LMBR LUMBER L,J

;?,- d PENNY WEIGHT (NAILS) LRFD LOAD AND RESISTANCE FACTOR DESIGN V, LSL LAMINATED STRAND LUMBER <.O DBL DOUBLE z LTWT LIGHlWEIGHT

I DEMO DEMOLITION

DTL DETAIL LVL LEVEL or LAMINATED VENEER LUMBER

□ LWC LIGHlWEIGHT CONCRETE .,::; D.F . DOUGLAS FIR .... DIA . DIAMETER .,., M - DIAG. DIAGONAL ;;; DIM. DIMENSION M "M" STEEL SHAPE i DN DOWN MAT'L MATERIAL 0 DO DITTO MAX. MAXIMUM t DRAG DRAG STRUT/ COLLECTOR M.B. MACHINE BOLT <.O MC "MC" STEEL SHAPE z DWG(S) DRAWING(S)

I MECH. MECHANICAL

□ E MEZZ. MEZZANINE

i iE) EXISTING MF MOMENT FRAME

EAST MFG MANUFACTURER

L,J EA. EACH MIN. MINIMUM

::,; MISC. MISCELLANEOUS ::::, E.A. EACH FACE u

E.B. SUCH AS MOD. MODIFfY~~CATION~ 0

EL. ELEVATION MT "MT" T L SHA E

z MTL METAL 0 ELEC. ELECTRICAL

6 ELEV. ELEVATION ::::,

~ E.J. EXPANSION JOINT

N EMBED. EMBED(MENT) z fuN) NEW 0 E.N. EDGE NAIL(ING) u

NORTH

~ E.O. EDGE OF

~ E.O.S. EDGE OF SLAB N/.A NOT APPLICABLE <.O

::::; EQ. EQUAL N.F. NEAR FACE ::::, N.I.C. NOT IN CONTRACT ~ EQ. SP. EQUALLY SPACED

L,J EQUIP. EQUIPMENT NO. NUMBER □

~ E.S. EACH SIDE NOM. NOMINAL

<.O NPS NATIONAL PARK SERVICE a. E.W. EACH WAY ::::, E.W.E.F. EACH WAY EACH FACE N.&F.S. NEAR AND FAR SIDE u N.T.S. NOT TO SCALE ::,; E~W EAST/WEST V, NR NEAR L,J E P. EXP.A:NSION V, EXT. EXTENT or EXTERIOR N.S. NEAR SIDE <.O N/S NORTH/SOUTH z

3: F N.W. NORM.A:L WEIGHT

~ F.D. FLOOR DRAIN NWC NORMAL WEIGHT CONCRETE

a. FNDN FOUNDATION V, F.F. FAR FACE or FINISHED FLOOR 0 0 :,:

FIN. FINISHED o.c. ON CENTER

~ FL, FLR FLOOR O.F. OUTSIDE FACE or OPPOSITE FACE

F.N. FIELD NAIL(ING) O.H. OPPOSITE HAND

~ F.O. FACE OF OPNG OPENING

F.0.C. FACE OF CONCRETE OPP. OPPOSITE

..; F.0.S . FACE OF STUD or FACE OF STEEL ORIG. ORIGINAL

- F.P. FULL PENETRATION {WELD) 0/ OVER

0 FPRF FIREPROOFING 0 p "' FRMG FRAMING "' P.E.N. PLYWOOD EDGE NAILING ~ FRP FIBER-REINFORCED POLYMER

-,:; F.S. FAR SIDE P.L. PROPERTY LINE

X FT FEET or FOOT PL PLATE X

PIPE-X EXTRA STRONG PIPE 0 FTG FOOTING "' PIPE-XX DOUBLE EXTRA STRONG PIPE "' 0 PJP PARTIAL JOINT PENETRATION "' G ,/ PLYWD PLYWOOD "' GAUGE "' 8~LV. 0 GALVANIZED P.P. PARTIAL PENETRATION (WELD) ;:!-ci.: G.B. GRADE BEAM PREFAB. PREFABRICATED

~ G.C. GENERAL CONTRACTOR PRELIM. PRELIMINARY

"' GEN. GENERAL PREY. PREVIOUS(LY) "'

0 GL GRIDLINE PROJ. PROJECT(ED~(INGlilO~

<.O GLB GLULAM BEAM PSF POUNDS PE SQ AR FOOT L,J

"' GR. GRADE PSI POUNDS PER SQUARE INCH <.O a G.S.M. GALVANIZED SHEET METAL PSL PARALLEL STRAND LUMBER

"' GTAW GAS TUNGSTEN ARC WELD PT PRESSURE TREATED .,.,

...= GYP GYPSUM P.T. POST - TENSION(ED)(ING) -.,., P.V . PHOTO VOLTAIC

0, Q

R s

T u

V

QTY

~R) R&R

RAD.

R.C.

RCP

REINF.

REBAR

REF.

REQ'D

RET.

REV.

RF

RFG

RHSS

RM

R.O.

s

QUANTITY

REUSED

REBAR

REMOVE & REPLACE

RADIUS

REINFORCED CONCRETE

REFLECTED CEILING PLAN

REINFORC~D)~NG)

REINFORCI G AR

REFERENCE

REQUIRED

RETAINING

REVIS(E)(ED)(ION)

ROOF

ROOFING

ROUND HOLLOW STRUCTURAL

SECTION

ROOM

ROUGH OPENING

AMERICAN STANDARD BEAM STEEL

SHAPE

S SOUTH

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.B. SOLID BLOCKING

S.C.D. SEE CIVIL DRAWINGS

SCHED. SCHEDULE

S.E. STRUCTURAL ENCLOSURE

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SEP. SEPARATION

SF /SQ FT SQUARE-FOOT (FEET)

SHi SHEET

SHTG SHEATHING

SIM. SIMILAR

S.M.D. SEE MECHANICAL DRAWINGS

S.M.S. SHEET METAL SCREW

S.O.G. SLAB ON GRADE

§~p~b. §~~C~t.li~IJ~~G6RAWINGS

SPEC(S) SPECIFICATION(S)

SPC.A.A.A. SELF DRILLING SELF TAPPING

SQ.

S.S.

S.S.D.

S.S.E.D.

ST

STAG.

STD

STL

STRUCT.

SUP.

SUSP.

SYM

T&B T&G

TD

THK

THRO

THRU

T.L.

T.N.

T.O.

T.O.C.

T.O.F.

T.O.F.F.

T.0.S.

TRANS

TS

T.U.

TYP

U.0.N.

URM

~AJRT.

VOL.

V.I.F.

SCREW

SQUARE

STAINLESS STEEL

SEE STRUCTURAL DRAWINGS

SEE STRUCTURAL ENCLOSURE

DRAWINGS

"ST" STEEL SHAPE

STAGGER(ED)

STANDARD

STEEL

STRUCTURAL

SUPPORT£D)

SUSPEND ED)

SYMMETRI AL:

TOP AND BOTTOM

TONGUE AND GROOVE

TIE DOWN

THICK(NESS)

THREAb(ED)

THROUGH

TOP LOWER

TOE NAIL

TOP OF

TOP OF CONCRETE

TOP OF FOOTING

TOP OF FINISHED FLOOR

TOP OF STEEL

TRANSVERSE

TUBE STEEL

TOP UPPER

TYPICAL

UNLESS OTHERWISE NOTED

UNREINFORCED MASONRY

VERTICAL

VERTICAL

VOLUME

VERIFY IN FIELD

w w w

WIDE FLANGE STEEL SHAPE

WEST

~6

WF

W.H.

WKG

W/.0 W.P.

WPFG

WT

W.W.F.

WITH

WOOD

WIDE FLANGE

WEB HORIZONTAL

WORKING

WITHOUT

WORK POINT

WATERPROOFING

WEIGHT or "WT" STEEL SHAPE

WELDED WIRE FABRIC

SPECIAL CHARACTERS

& AND

L ANGLE (MEASUREMENT)

@ AT

~ CENTER LINE

<II DIAMETER or ROUND ft PLATE or PROPERTY LINE # POUND (WEIGHT) or NUMBER

± TOLERANCE

ARCH AND STRUCT SYMBOLS

ROOM

IXXXl ROOM TAG

0 DOOR TAG

0 WINDOW TAG

0 KEYNOTE

X 0

KEYNOTE W / O1Y

~ NORTH ARROW

I i i

NORTH ARROW WI

PROJECT NORTH

COLUMN GRIP

___ii..

/x"" ..

A4 0 ,. EXTERIOR

-.: • '.J ELEVATION TAG ...,,.

X

X~ INTERIOR 7' X ELEVATION TAG

X

/ X "" .,.

......_As.o,J ,. SECTION TAG

0 WALL TAG

W REVISION TAG

~LEVEL 1OO·-o•

ELEVATION TAG

I " I \

~--1, I

DETAIL CALLOUT

ARCH MATERIAL LEGEND

WOOD

PLASTER

I : .. ~ •... •I CONCRETE

~millmPJ EARTH

WDA

KXXXI

STEEL

CLOSED CELL FOAM,

U.O.N.

PLYWOOD

DESIGNED: SUB SHEET NO.

G003

TITLE OF SHEET

ABBREVIATIONS &

LEGEND

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA

DRAWING NO.

180012

PMIS/PKG NO.

311373

4 OF224

te d:

/7

/2

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No. C055585

Exp. 12/31/24

L.J a.

Vl [i] Vl z 3:

a.

-8

I ct::

uJ c::i

"' "' ct::

llde Gauge

I I I I ____ , PROPOSED PHASE 3C.~

CUN 5-9, 11, 12(0PTION A)

PROPOSED PHASE 3C.~

(CUN 4)

Cellhouee Bullclng

Alcatraz Island 0 100 200 300 - // / / -/ feet

PROPOSED PHASE 3C.

CUN 5

~ PROPOSED PHASE 3F.

CUN 9 (OPTION B), 10

(OPTION C)

Parade Ground

_-_-_-_:-_!"~ __ !JI..-----✓✓

Ruin, DESIGNED:

RJB

NQIES;

1. REFER TO SPECIFICATION SECTION 01 27 00

"DEFINITION OF CONTRACT LINE ITEMS" FOR

CONTRACT LINE ITEM NUMBERS NOTED AND

SPECIFICATION SECTION 01 11 00 SUMMARY OF

WORK FOR MORE INFORMATION ON PHASING.

2. SEE TOPOGRAPHIC SURVEY IN SUPPLEMENTAL

INFORMATION FOR CONTOUR LINE DOCUMENTS

AND TOPOGRAPHIC POINT CLOUD MODEL IN

SUPPLEMENTAL DOCUMENTS FOR ADDITIONAL

EXTERIOR INFORMATION.

I fGfNP

~ PROPOSED PHASE 3C.

D PROPOSED PHASE 3F.

SUB SHEET NO. TITLE OF SHEET

;::H. REVIEW: G004

PROPOSED PHASING

PLAN

DRAWING NO.

180012

PMIS/PKG NO.

311373

SHEET j ~:;tuMG ALCATRAZ ISLAND

:=L-__________________________________________________________________________ ----1.0::.:6::!/....:1..=3:t.../=.20:.:2::3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_J_IO_N_A_L_R_E_C_R_EA_J_IO_N_A_R_EA_1=5=-o--=F2=2=4=..1

2A

3a

6A

13A

Pl ot te d:

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No. C055585

Exp. 12/31/24

Tide Gauge

Power Plant

NOTES;

1. SEE TOPOGRAPHIC SURVEY IN SUPPLEMENTAL

DOCUMENTS FOR CONTOUR LINE INFORMATION.

APPROXIMATE LOCATION OF

PIPECHASE. CONTRACTOR TO

PROVIDE PROTECTION DURING

OPERATIONS AROUND CHASE.

EB

I .

CD --l 1 o'-o" l

'I 1

SALLY PORT CLEARANCES

NO SCALE

• 0 I .

CONTRACTOR TO PROTECT (E) UTILllY TRENCH COVERS

LEAVE SIDEWALK IN ROADWAY - CONTRACTOR TO

OPEN ADJACENT SURVEY TRENCH COVER CONDITION

TO EXISTING BEFORE AND AFTER CONSTRUCTION

OSE GARDEN

PHASE 3F TRAM TURN-AROUND AREA.

KEEP CLEAR DURING VISITOR HOURS.

MAIN TOUR ACCESS ROUTE. KEEP

CLEAR DURING VISITOR HOURS.

REMOVABLE RAILING

FOR LOADING AND

CONTRACTOR TO LEAVE SIDEWALK ~- J~_:\-:~\\\'

OPEN ADJACENT TO EXISTING

MORGUE AND WATER TANKS.

MANHOLE TO BE ACCESSIBLE

FOR NPS MAINTENANCE.

300 SF STAGING AREA IN THIS C

IS REQUIRED DURING PARK P

GOGA 318559. SEE SPECIFIC

Cellhouse Building i ::::E u

PHASE 3C TRAM TURN-AROUND

AREA. KEEP CLEAR DURING

VISITOR HOURS.

z LEGEND gj z u

~ STAGING AREA

i UTILllY TUNNEL ACCESS HATCH i '. MILITARY MORGUE w ' ~ .

u w z 3:

a.

PROVIDE VISUAL &

SOUND BARRIER DURINd

BIRD BREEDING SEAS~

RAM ROUTE. KEEP

DURING VISITOR

UNDERGROUND UTILllY TUNNEL IS A

CONFINED SPACE PER 29 CFR 1926.21

(8)(6) WITH POTENTIAL OVERHEAD SPALLING

CONCRETE HAZARDS. FULLY DESCRIBE

SAFElY MEASURES FOR ACCESS NECESSARY

TO COMPLETE THE WORK IN THE PROJECT

SITE SPECIFIC HEALTH AND SAFElY PLAN.

- ~ ~ :----UTILllY TUNNEL ACCESS HATCH t-.;0.'J 'A--::a __ __::.;~ --ALLOWABLE STAGING AREA. CONCRETE SURFACE IS 6?a

TO SETTLEMENT. PROVIDE DETAILS ON SURFACE

PROTECTION IF AREA IS TO BE USED FOR STAGING,

SEE SECTION 01 35 91 - "HISTORIC PRESERVATION

TREATMENT PROCEDURES". USE OF THIS STAGING AREA

WILL NOT BE ALLOWED DURING PARK PROJECT GOGA

UNLOADING

Parade Ground r, Ruins

STAGING AREA USAGE REQUIREMENTS

GENERAL

SEE "ALCATRAZ ISLAND HISTORIC PRESERVATION AND SAFElY

CONSTRUCTION PROGRAM - FINAL ENVIRONMENTAL IMPACT

STATEMENT", DATED OCTOBER 2001, FOR ADDITIONAL

INFORMATION AND RESTRICTIONS ON STAGING AREAS INDICATED

BELOW .

NIGHTTIME USE IS DEFINED AS A HALF-HOUR AFTER SUNSET

AND A HALF-HOUR BEFORE SUNRISE.

A SPOTTER IS REQUIRED TO DIRECT PEDESTRIAN TRAFFIC FOR

ANY USE OF A VEHICLE DURING VISITOR OPERATION HOURS,

APPROXIMATELY 8 AM - 6:30 PM.

ALL BARRIERS AND SCREENS ARE TO BE PAINTED.

CONTRACTING OFFICER TO APPROVE FINISH PRIOR TO ERECTION.

AREA #1: CONTRACTOR NOT ALLOWED ON PARADE GROUND.

AREA #2: NO NIGHTTIME USE. CRANE USE IN THIS AREA SHALL

NOT BE VISIBLE FROM THE PARADE GROUND (I.E., CRANE

HEIGHT MUST BE LOWER THAN THE ADJACENT CLIFF; VISUAL

SCREENS MUST BE USED; OR OTHER METHODS MUST BE

EMPLOYED TO AVOID VISUAL INTRUSION AT THE PARADE

GROUND). FLOATING DOCK IS OPERATED AND MAINTAINED BY

CONCESSIONAIRE. USE OF THIS AREA MUST BE APPROVED BY

THE CO AND THE CONCESSIONAIRE. SEE SPECIFICATIONS.

AREA #2A: NO USE ALLOWED - FIXED WHARF PROJECT.

AREAS #3 & #3A: LIMITED USE. COORDINATE WITH CONTRACTOR

OF FIXED WHARF PROJECT.

AREA #4: NO USE ALLOWED - REFER TO 2001 EIS FOR

FURTHER INFORMATION

AREA #5: NO NIGHTTIME USE. OFF-LOAD AT THIS AREA DURING

NON-VISITOR HOURS ONLY. MOVE MATERIALS OUT OF AREA

PRIOR TO VISITOR ARRIVAL. CONTRACTOR MAY USE AREA FOR

ONE FULL DAY IF ROOM IS LEFT FOR ACCESSIBILllY TRAM

USAGE. NOTIFY CONTRACTING OFFICER 60 DAYS IN ADVANCE OF

FULL DAY USAGE. ONE BARGE OFF-LOADING WILL BE ALLOWED

DURING THE FIRST BIRD-NESTING SEASON. DURING BIRD

NESTING SEASON THIS AREA WILL BE MONITORED BY

MAINTAIN 20' -0" CLEARANCE

BETWEEN (E) HANDRAIL AND

CONSTRUCTION FENCE

CONTRACTING OFFICER, AND COULD BE FURTHER RESTRICTED

AS TO NOT ALLOW FOR ANY BARGE LOADING AND OFF LOADING

DURING THE SUBSEQUENT BIRD NESTING SEASONS.

AREA #6: SMOKING AND EATING ARE ALLOWED AT THE DOCK

AND IN STAGING AREA 6 ONLY. PROVIDE APPROPRIATE ASH

AND TRASH RECEPTACLES AS SPECIFIED. SEE ENLARGED PLAN

B/G005

AREA #6A:

THE EXTENTS OF THIS STAGING AREA ARE ONLY AVAILABLE

DURING PROPOSED PHASE 3C FOR ONGOING STRUCTURAL

WORK IN THE HOSPITAL WING. NEED TO MAINTAIN ACCESS ON

THE ROAD TO THE CELLHOUSE FOR MAINTENANCE AND

EMERGENCY VEHICLES.

AREA #7: CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT

OVER UTILllY TRENCH.

AREA #8: NO USE ALLOWED - REFER TO 2001 EIS FOR

FURTHER INFORMATION.

AREA #9: AREA IS AVAILABLE FOR STORAGE OF FLAMMABLE OR

CORROSIVE MATERIALS ONLY. IF THIS AREA IS NOT SUFFICIENT,

PROVIDE APPROVED STORAGE SHEDS IN ANOTHER APPROVED

LOCATION. PROVIDE 8FT OFFSET OF CLEAR SPACE ALONG THE

EXTERIOR OF THE BUILDING TO ALLOW FOR NPS ACCESS.

AREA #l 0: PROVIDE VISUAL AND SOUND BARRIERS AS NOTED

FOR REPAIR WORK DURING BIRD BREEDING SEASON.

AREA #11: NO USE ALLOWED - REFER TO 2001 EIS FOR

FURTHER INFORMATION.

AREA #12: ALL EQUIPMENT AND MATERIALS MUST BE

CONTAINED WITHIN THE WALLS OF THE YARD AND CANNOT BE

VISIBLE FROM OUTSIDE GROUND LEVEL LOCATIONS.

AREA #13: CONTRACTING OFFICER WILL DELINEATE

SOUTHEASTERN BOUNDARY OF THE STAGING AREA PRIOR TO

ARRIVAL OF MATERIALS.

AREA #13A: ROADWAY NOT TO BE USED OUTSIDE OF BIRD

BREEDING SEASON

AREA #14: NO USE ALLOWED - REFER TO 2001 EIS FOR

FURTHER INFORMATION.

AREA #15: NO USE ALLOWED - REFER TO 2001 EIS FOR

FURTHER INFORMATION.

ADDITIONAL RESTRICTIONS DURING BIRD BREEDING SEASON

\ \ \ \ I

'1'1 1 1 I \ \ I I I \ I I I I I 111,,, I I / / / I I

BIRD BREEDING SEASON IS DATES ARE PROVIDED IN 2001 EIS. SUBJECT TO MONITORING, SEE EIS.

BARRIERS AND EXCLUSION NETTING ARE REQUIRED TO BE INSTALLED BY THE CONTRACTOR PRIOR TO BIRD BREEDING SEASON. PROVIDE PLAN AND SCHEDULE TO CONTRACTING OFFICER FOR APPROVAL

PRIOR TO INSTALLATION.

ALL EXTERIOR LIGHTING TO BE SHIELDED AND DIRECTED DOWNWARD TO PREVENT ESCAPE OF LIGHT INTO BIRD NESTING HABITAT OR NIGHT SKY. ALL LIGHTING SUBJECT TO APPROVAL OF CONTRACTING

OFFICER .

CONTRACTOR TO PROVIDE A BID OPTION (DEDUCT) FOR GOVERNMENT TO INSTALL SCREENING AND GULL EXCLUSION NETTING IN AREAS 7 & 13. CONTRACTOR WILL MAINTAIN REMOVE AND DISPOSE OF

SCREENING AND EXCLUSION NETTING THROUGHOUT CONSTRUCTION PERIOD.

WEST SIDE WALLS OF CELLHOUSE: MOBILIZATION AND DEMOBILIZATION TO BE PERFORMED OUTSIDE

BIRD BREEDING SEASON.

AREA #5: NO USE DURING BIRD BREEDING SEASON.

AREA #3: LIGHTING SHALL BE DIRECTED TOWARD THE WORK AREAS ONLY AND APPROPRIATELY

SHIELDED. CONTRACTING OFFICER WILL REVIEW AND APPROVE LIGHTING PLACEMENT.

AREA #7: NO NIGHTTIME USE. STAGING AREA LIMITS WILL BE DEFINED AND APPROVED ON SITE BY

THE CONTRACTING OFFICER PRIOR TO BREEDING SEASON.

AREA #10: ROOF, EAST, WEST, AND SOUTH SIDE WALLS OF CELLHOUSE: MOBILIZATION AND

DEMOBILIZATION TO BE PERFORMED OUTSIDE BIRD BREEDING SEASON.

AREA #12: NO NIGHTTIME USE. NO CRANE USE TO TRANSPORT MATERIALS INTO STAGING AREA.

AREA #13: NO LIGHTING AND NO NIGHTTIME USE.

318559, SEE SPECIFICATIONS.

CELL HOUSE BUILDING Alcatraz Island

DESIGNED: SUB SHEET NO.

RJB

TITLE OF SHEET

STAGING PLAN

DRAWING NO.

180012 ct'.

00 -<D -

JAW/QAG G005

~ 0 100 200 300 KRC/UMG

PMIS/PKG NO.

311373

SHEET ®B STAGING AREA #6 - ENLARGED PLAN TECH. REVIEW:

~ NO SCALE DATE: ALCATRAZ ISLAND

- feet 6 224 $L-__________________________________________________________________________ ----1.0::.:6::!/....:1..=3t.../.=.20:.:2::3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1==-o--=F==..1 te d:

/7

/2

2:

P

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No. C055585

Exp. 12/31/24

...; -8

I ct::

uJ c::i

"' "' ct::

llde Gauge

VISUAL BARRIER FENCING

110 L.F.

GULL EXCLUSION NETTING REQUIRED ~

FOR ROOF WORK PERFORMED

DURING BIRD BREEDING SEASON

VISUAL BARRIER FOR ALL WORK ON THE WEST SIDE OF THE

BUILDING INCLUDING WORK AT THE ROOF AND PARAPET

DURING BIRD NESTING SEASON. WORK INCLUDES THE

MOVING OF PERSONNEL AND MATERIALS. COORDINATE VISUAL

BARRIER SYSTEM WITH REQUIRED WORK ON THE PARAPET.

I I I I ____ , TO ACCESS WORK FROM EAGLE PLAZA THE CONTRACTOR

MUST INSTALL A VISUAL BARRIER ALONG ROUTE BETWEEN THE

PLAZA AND THE SCAFFOLD DURING BIRD NESTING SEASON.

EXTERIOR WORK IN THIS AREA INCLUDING

MOBILIZATION & DEMOBILIZATION MUST

BE COMPLETED OUTSIDE THE BIRD

BREEDING SEASON

VISUAL BARRIER FENCING

32 L.F.

Cellhouee Bullclng

Alcatraz Island 0 100 200 300 feet

~ GULL EXCLUSION NETTING

6050 S.F. AS REQUIRED

BY CONTRACTING OFFICER

~ VISUAL BARRIER FENCING

75 L.F.

Parade Ground

_-_-_-_:-_!"~ __ !JI.-----✓✓

Ruin, DESIGNED:

RJB

JAW

TECH. REVIEW:

NOTE:

1. MOBILIZATION AND DEMOBILIZATION MUST BE

COMPLETED OUTSIDE THE BIRD BREEDING SEASON.

PERFORM EXTERIOR WORK BEHIND SCREENING,

SUBJECT TO THE PROVISIONS OF THE DRAWINGS,

SPECIFICATIONS, AND THE EIS THAT APPLY TO THIS

AREA DURING BIRD NESTING SEASON.

2. GULL EXCLUSION NETTING MAY BE REQUIRED AT THE

STAGING AREAS SHOW ON SHEET G005 AS DETERMINED

BY THE CONTRACTING OFFICER.

3. SEE G005 FOR KEYNOTES.

4. SEE TOPOGRAPHIC SURVEY IN SUPPLEMENTAL

DOCUMENTS FOR CONTOUR LINE INFORMATION.

SUB SHEET NO. TITLE OF SHEET

FENCE & NETTING PLAN

G006

DRAWING NO.

180012

PMIS/PKG NO.

311373

SHEET ~ KRC/UMG

- DATE: ALCATRAZ ISLAND

~L-------------------------------------------------------------------------------L0::.:6::!/....:1..=3:t.../=.20:.:2::3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_J_IO_N_A_L_R_E_C_R_EA_J_IO_N_A_R_EA_1=7=_o_:F2=2=4=..1 te d:

/7

/2

2:

P

M

No. C055585

Exp. 12/31/24 i L.J i I s

BUILDING SUMMARY:

OCCUPANCY CLASSIFICATIONS:

MAIN CELL HOUSE AND MUSEUM

AREAS OF ADMINISTRATION WING:

NPS AND CONSERVANCY OFFICES:

BUILDING CONSTRUCTION TYPE:

NUMBER OF STORIES:

HOSPITAL WING:

MAIN CELL HOUSE:

ADMINISTRATION WING:

SPRINKLER PROTECTION:

"r MAXIMUM AREA PERMITTED:

2- MAXIMUM HEIGHT PERMITTED:

~ OCCUPANT LOAD FACTOR:

CELL HOUSE AND ADMINISTRATION

ASSEMBLY, A-3

BUSINESS, B

TYPE 1

NONE

UNLIMITED

NOT TO EXCEED HISTORICAL DESIGN

WING ASSEMBLY SPACES: 1 PERSON PER 30 SF (NET)

OFFICES: 1 PERSON PER 150 SF (GROSS)

EGRESS SUMMARY:

EGRESS CAPACITY FACTOR:

STAIRS: 0.3 IN. PER OCCUPANT

ALL OTHER COMPONENTS: 0.2 IN. PER OCCUPANT

TOTAL EXIT WIDTH PROVIDED: 119 IN. TOTAL

TOTAL CAPACITY PROVIDED: CAPACITY 595 PERSONS

MAX. ALLOWABLE EXIT TRAVEL

DISTANCE TO ONE OF MULTIPLE EXITS: 200 FT.

MAX. ALLOWABLE COMMON PATH DISTANCE:

OCCUPANCY GROUP A: 75 FT.

OCCUPANCY GROUP 8: 100 FT.

17 18 11 21 22 2J 24 25 211 28 21 JO 31 32 35

i

NO NPS/PUBLIC ACCESS TO @-- li'-"""""!I '---------'□□□□□□ ___ __;-----------. ---@ ci z u.J

I s c..

I

X

'w ~i z-r;;

...I Cl f!:; z ii 0 0 o/ ~"' _:sr;;

"'0 Cl Cl z / 31:"' il:!~ 0 -

::;:; 0 r::;/

Cl :::E

~8 zO i~ 0(5

~~ ::::; u ::, "' u / 8s

:::E z::, o~ 5 u.J ::, 0 zC..

o::> '-' u "' ::::; /v, sw "" "' ::, Cl ~z ~3:

c.. c..

u~ :::E

~i 31: < --' I ~ -i;

c..~ V,O oo :,: 0

N i;

"N ~,,,,,.

0 N 0 N 9o N N 1:j-c;:' ~"' 'x/

XC..

x/ o::::; .o

NU

~ L.J N ~ 0 ..

Ne, £i:~ ..,_ u.J

~i I

2s z ::::.ii:

• 0 I .

LO

c.811---+--t (@r

2 4 5 8 7 r-:----r--~---~--~---~--~---~--~---~--~---+--~---+-~ b DISP RSAL

_ I IAREA, 70 SFI

~--L~l~_J

SHEET NOTES:

GATE TO REMAN OPEN

DURING OPERATING

HOURS.

1. THIS EGRESS PLAN IS FOR TEMPORARY USE ONLY. EGRESS SHOWN ON THIS

SHEET IS APPLICABLE DURING PHASE 3C OF CONSTRUCTION ONLY.

2. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND MAINTAINING EMERGENCY

EGRESS OF CONSTRUCTION SITE DURING WORK. REFER TO SPECIFICATIONS

AND A 100-A 130 FOR CONTRACTOR'S ACCESS OF SITE.

3. IDENTIFY AND MAINTAIN DISPERSAL AREA THROUGHOUT PHASE 3C.

EXIT D77 (1 ST FLR) DURING I I

PHASE 3C WORK. . .

8 I

NO NPS/PUBLIC ACCESS TO

EXIT D86 (BASEMENT LEVEL)

DURING PHASE 3C WORK.

EXIT DISCHARGE CONT.

FROM EXIT D 18

(FIRST FLOOR)

SHOWER ROOM

AND SHOWER

ROOM STAIR

CLOSED TO

NPS/PUBLIC

DURING PHASE 3C

[i=,ot

Cl

I I ===,!I I

CITADEL NOT n

D ·7====::::;;i!I REGULARLY OCCUPIED, D

1--' ACCESS LIMITED TO

NPS LED VIP TOU□□D

CJ

D c::::J

Cl n.

n.

LEGEND:

• ) ) COMMON PATH OF TRAVEL

... ->--➔ PATH OF TRAVEL

[}[J TRAVEL DISTANCE

@bJ MAX. OCCUPANT LOAD

.6. DESIGNATED EXIT

---0

AREAS IN GROUP A-3 NOT

ACCESSIBLE TO PUBLIC

,--- CLEAR WIDTH REQUIRED

(INCHES)

ACTUAL CLEAR WIDTH

PROVIDED (INCHES)

'--- ACTUAL NUMBER OF

OCCUPANTS SERVED

BLDG.

20 40 20

SCALE@ --------

SCALE OF FEET

DESIGNED: SUB SHEET NO . TITLE OF SHEET DRAWING NO.

RJB

~} 1 PHASE 3C BASEMENT EMERGENCY EGRESS PLAN JAW

PHASE 3C BASEMENT

EGRESS

180012

~ ~ G007 SCALE 'f0 TECH. REVIEW: G007 PMIS/PKG NO.

311373

SHEET ~--;- \!Y KRC/UMG

~~ DATE: ALCATRAZ ISLAND

S~L-__________________________________________________________________________ ---1.0~6~/~1~3L/=20~2=3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=8=_o~F2=2=4=.1 te d:

/7

/2

2:

P

M

No. C055585

Exp. 12/31/24

BUILDING SUMMARY:

OCCUPANCY CLASSIFICATIONS:

MAIN CELL HOUSE AND MUSEUM

AREAS OF ADMINISTRATION WING: ASSEMBLY, A-3

NPS AND CONSERVANCY OFFICES: BUSINESS, B

BUILDING CONSTRUCTION TYPE: TYPE 1

NUMBER OF STORIES:

HOSPITAL WING: 3

MAIN CELL HOUSE: 2

ADMINISTRATION WING: 2

EGRESS SUMMARY:

EGRESS CAPACITY FACTOR:

STAIRS:

ALL OTHER COMPONENTS:

0.3 IN. PER OCCUPANT

0.2 IN. PER OCCUPANT

TOTAL EXIT WIDTH PROVIDED: 119 IN. TOTAL

TOTAL CAPACITY PROVIDED: CAPACITY 595 PERSONS

MAX. ALLOWABLE EXIT TRAVEL

DISTANCE TO ONE OF MULTIPLE EXITS: 200 FT.

MAX. ALLOWABLE COMMON PATH DISTANCE:

SPRINKLER PROTECTION: NONE OCCUPANCY GROUP A: 75 FT.

OCCUPANCY GROUP B: 100 FT.

MAXIMUM AREA PERMITTED: UNLIMITED

MAXIMUM HEIGHT PERMITTED: NOT TO EXCEED HISTORICAL DESIGN

OCCUPANT LOAD FACTOR:

CELL HOUSE AND ADMINISTRATION

WING ASSEMBLY SPACES: 1 PERSON PER 30 SF (NET)

OFFICES: 1 PERSON PER 150 SF (GROSS)

1 2 3 4 5 6 7 8 9 10

I

I I

"' I

NO NPS/PUBLIC ACCESS

TO EXIT D77 DURING

PHASE 3C WORK

21 22 23 24 25 27 28 29

TD: 197 FT. GATE AND STAIR OPEN TO SECOND FLR

TEMP CONSERVANCY OFFICES ONLY

L--e:: "----~ ....... ---~ '.l.. ..... □ IAII II -- I

I I

"" I I

+ I I

DOOR D6"'

-- I 32

SEE EXIT

NOTES

L:::,.. I

33 34 35

COMMON PATH: 26 FT.

TD TO D54: 84 FT.

TD TO D62: 69 FT.

---0

GROUP B,

OL: 3

...--.CONT. FROM SECOND

---1n., FLR, OL: 1 6 FT. NO NPS/PUBLIC ACCESS TO

EXIT D86 (BASEMENT LEVEL)

DURING PHASE 3C.

r

,---(--- TD: 197 FT.

GATES THAT OPEN OPPOSITE TO

DIRECTION OF EGRESS TO REMAIN

OPEN DURING HOURS OF OPERATION t I

TD TO D54: 4 7 FT.

TD TO D62: 113 FT.

-------.?-I!! g;

CJ)::,

128 z -z le

OU

@r

ALL LEVELS OF

HOSPITAL WING CLOSED

TO NPS/PUBLIC

DURING PHASE 3C

• y I I I

"' I I I t I I

□1 'i' I / 1J I /

GROUP A-3,

OL: 228

/ \ GR

.. ~c.!!:....<.~~~r....<,,.<:~"'"""'~~~~ ,111 I I ■

OL: 16 I I

FROM STAIR TO D54: 104 FT.1-l--_,i..

GATES AND STAIR OPEN TO

a

DOOR D54©

➔ t>I 321~:7.5 1

-SEE EXIT~

NOTES

---0

;:;-1;;

l!!z zo @--- TD: 170 FT. SECOND FLR TEMP --~

CONSERVANCY OFFICES ONLY .!t_--"r

!:li1 <.)

::, It')

8B :::,;

197 COMMON PATH: 81 FT.

TD TO D54: 99 FT.

TD TO D62: 164 FT.

z::> a~ j:::L,J <.)C, ::, a!! I;; CJ)

DOOR D18

-- 29.5

(E) GATE FIXED OPEN

It') :::,;

/!!l

::, CJ)

~z ""3: Cl a!!~ ~D... ::, :B

~I

CJ)_,

z< 3: I _, ~ <i;

a..

v,O 00 :,:: q

:3x I~

-----0 ('I 0('1 oo

• "' i:::lre Ov, ~cC

EXIT NOTES:

EXIT D18 NOTES:

- DOOR TO REMAIN OPEN DURING HOURS OF OPERATION.

- DISCHARGE TO DISPERSAL AREA (BASEMENT FLOOR).

- MAINTAIN ACCESS TO THIS DOOR AND DISPERSAL AREA DURING

ALL PHASES OF WORK.

EXIT D54 NOTES:

- ABMS ACCESSIBLE EXIT

EXIT D62 NOTES:

- ABMS ACCESSIBLE EXIT

SHEET NOTES:

1. THIS EGRESS PLAN IS FOR TEMPORARY USE ONLY. EGRESS SHOWN ON THIS

SHEET IS APPLICABLE DURING PHASE 3C OF CONSTRUCTION ONLY.

~8 2. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND MAINTAINING EMERGENCY

~~ EGRESS OF CONSTRUCTION SITE DURING WORK. REFER TO SPECIFICATIONS

i:;:::: AND A 100-A 130 FOR CONTRACTOR'S ACCESS OF SITE.

~C)

~~ 3. THE CHBC ALLOWS EXISTING DOOR OPENINGS OF LESS THAN DIMENSIONS

i:::l!Q REQUIRED BY REGULAR CODE WHERE THERE IS SUFFICIENT WIDTH AND a::'t HEIGHT FOR OCCUPANTS TO PASS THROUGH.

SEE EXIT

NOTES ©

z~

;:'SD...

~~ 4. THE CHBC ALLOWS FRONT OR MAIN ENTRY DOORS TO SWING AGAINST THE PHASE 3C FIRST FLOOR EMERGENCY EGRESS PLAN

(E) GATE

FIXED OPEN

Cl

", if,. ' \ Cl ', \

LEGEND:

[}[I

[Kl L:::,..

DESIGNED:

RJB

JAW

w DIRECTION OF EGRESS PROVIDED OTHER MEANS OR CONDITIONS OF EXITING

~~ ARE PROVIDED. SCALE 'A' TECH. REVIEW:

~_,,.,.. VY KRC/UMG

~ AREAS IN GROUP A-3 NOT

COMMON PATH OF TRAVEL

ACCESSIBLE TO PUBLIC

CLEAR WIDTH REQUIRED

PATH OF TRAVEL I (INCHES)

TRAVEL DISTANCE

X I X ACTUAL CLEAR WIDTH

MAX. OCCUPANT LOAD X PROVIDED (INCHES)

\ ACTUAL NUMBER OF DESIGNATED EXIT

OCCUPANTS SERVED

BLDG.

0 16 32 16

SCALE@ ------------

SUB SHEET NO.

GOOB

SCALE OF FEET

TITLE OF SHEET

PHASE 3C FIRST FLOOR

EGRESS

DRAWING NO.

180012

PMIS/PKG NO.

311373

SHEET

S,..,ll'.! DATE: ALCATRAZ ISLAND

~~L------------------------------------------------------------------------------L0~6~/~1~3L/=20~2=3:.L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=9=-o~F2=2=4=..1 te d:

/7

/2

2:

P

M

No. C055585

Exp. 12/31/24 i ci z ::il I a.

I z.

z a t;

i 2.

L,J

L,J z 3:

a.

s

OCCUPANCY CLASSIFICATIONS:

MAIN CELL HOUSE AND MUSEUM

AREAS OF ADMINISTRATION WING: ASSEMBLY, A-3

NPS AND CONSERVANCY OFFICES: BUSINESS, B

BUILDING CONSTRUCTION TYPE: TYPE 1

NUMBER OF STORIES:

HOSPITAL WING: 3

MAIN CELL HOUSE: 2

ADMINISTRATION WING: 2

SPRINKLER PROTECTION: NONE

MAXIMUM AREA PERMITTED: UNLIMITED

MAXIMUM HEIGHT PERMITTED: NOT TO EXCEED HISTORICAL DESIGN

OCCUPANT LOAD FACTOR:

CELL HOUSE AND ADMINISTRATION

WING ASSEMBLY SPACES: 1 PERSON PER 30 SF (NET)

OFFICES: 1 PERSON PER 150 SF (GROSS)

@h_ @r

1 2

SHEET NOTES:

3 4 5 6

ALL LEVELS OF

HOSPITAL WING CLOSED

TO NPS/PUBLIC

DURING PHASE 3C

EGRESS SUMMARY:

EGRESS CAPACITY FACTOR:

STAIRS:

ALL OTHER COMPONENTS:

0.3 IN. PER OCCUPANT

0.2 IN. PER OCCUPANT

TOTAL EXIT WIDTH PROVIDED: 119 IN. TOTAL

TOTAL CAPACITY PROVIDED: CAPACITY 595 PERSONS

MAX. ALLOWABLE EXIT TRAVEL

DISTANCE TO ONE OF MULTIPLE EXITS: 200 FT.

MAX. ALLOWABLE COMMON PATH DISTANCE:

OCCUPANCY GROUP A: 75 FT.

OCCUPANCY GROUP B: 100 FT.

8 9 10

CD

1. THIS EGRESS PLAN IS FOR TEMPORARY USE ONLY. EGRESS SHOWN ON THIS

SHEET IS APPLICABLE DURING PHASE 3C OF CONSTRUCTION ONLY.

2. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND MAINTAINING EMERGENCY

EGRESS OF CONSTRUCTION SITE DURING WORK. REFER TO SPECIFICATIONS

AND A 100-A 130 FOR CONTRACTOR'S ACCESS OF SITE.

18 19

OPEN TO BELOW

3. THE CHBC ALLOWS EXISTING DOOR OPENINGS OF LESS THAN DIMENSIONS

REQUIRED BY REGULAR CODE WHERE THERE IS SUFFICIENT WIDTH AND

HEIGHT FOR OCCUPANTS TO PASS THROUGH.

PHASE 3C 2ND FLR EMERGENCY EGRESS PLAN

SCALE@

21 22 23 24 25

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

D D

27 28 29 32 33 34 35

COMMON PATH: 49 FT.

TD TO EXIT D54 VIA EAST STAIR: 121 FT.

TD TO EXIT D62 VIA EAST STAIR: 186 FT.

TD TO EXIT D54 VIA WEST STAIR: 239 FT.

TD TO EXIT D62 VIA WEST STAIR: 306 FT.

LEGEND:

[}[I

[Kl L

DESIGNED:

RJB

,a., .. , .. , JAW

TECH. REVIEW:

KRC/UMG

DATE:

---0

(E) STAGE,

NOT OCCUPANCY

I

"' I / I / □ I)' f

(E) PARK

OPERATIONS

STORAGE

(E) FIXED

SEATING,

PROTECT

IN PLACE

TEMPORARY OFFICE

SPACE DURING PHASE

3C, GROUP B, OL: 32

---0

COMMON PATH: 49 FT.

TD TO EXIT D54 VIA EAST STAIR: 193 FT.

TD TO EXIT D62 VIA EAST STAIR: 258 FT.

TD TO EXIT D54 VIA WEST STAIR: 225 FT.

TD TO EXIT D62 VIA WEST STAIR: 292 FT.

AREAS IN GROUP A-3 NOT

COMMON PATH OF TRAVEL

~ ACCESSIBLE TO PUBLIC

CLEAR WIDTH REQUIRED

PATH OF TRAVEL I (INCHES)

TRAVEL DISTANCE

X I X ACTUAL CLEAR WIDTH

MAX. OCCUPANT LOAD X PROVIDED (INCHES)

\ ACTUAL NUMBER OF DESIGNATED EXIT

OCCUPANTS SERVED

BLDG.

0 16 32 16

SCALE@ ------------SCALE OF FEET

SUB SHEET NO. TITLE OF SHEET

PHASE 3C SECOND

G009

FLOOR EGRESS

ALCATRAZ ISLAND

DRAWING NO.

180012

PMIS/PKG NO.

311373

;:;,-L_ _____________________________________________________________________________ ....J..::.::!.....:..=.~=-==:.i..._---__JL-_______________ ..1.===----==! 06/13/2023 GOLDEN GATE NATIONAL RECREATION AREA 10 OF224 te d:

/7

/2

2:

P

M

No. C055585

Exp. 12/31/24 i L.J i I

:5 a.

I

BUILDING SUMMARY:

OCCUPANCY CLASSIFICATIONS:

MAIN CELL HOUSE AND MUSEUM

AREAS OF ADMINISTRATION WING:

OFFICES:

CONSERVANCY BOOK STORE:

BUILDING CONSTRUCTION TYPE:

NUMBER OF STORIES:

HOSPITAL WING:

MAIN CELL HOUSE:

ADMINISTRATION WING:

SPRINKLER PROTECTION:

2- MAXIMUM AREA PERMITTED:

~ MAXIMUM HEIGHT PERMITTED:

OCCUPANT LOAD FACTOR:

CELL HOUSE AND ADMINISTRATION

WING ASSEMBLY SPACES:

OFFICES:

GIFT SHOP:

STORAGE:

ASSEMBLY, A-3

BUSINESS, B

MERCANTILE, M; STORAGE, S

TYPE 1

NONE

UNLIMITED

UNLIMITED

1 PERSON

1 PERSON

1 PERSON

1 PERSON

PER 30 SF (NET)

PER 150 SF (GROSS)

PER 60 SF (GROSS)

PER 300 SF (GROSS)

EGRESS SUMMARY:

EGRESS CAPACITY FACTOR:

STAIRS: 0.3 IN. PER OCCUPANT

ALL OTHER COMPONENTS: 0.2 IN. PER OCCUPANT

TOTAL EXIT WIDTH PROVIDED: 238.5 IN.

TOTAL CAPACITY PROVIDED: 1193 PERSONS

MAX. ALLOWABLE EXIT TRAVEL

DISTANCE TO ONE OF MULTIPLE EXITS: 200 FT.

MAX. ALLOWABLE COMMON PATH DISTANCE:

OCCUPANCY GROUP A: 75 FT.

OCCUPANCY GROUP B: 100 FT.

DOORS AND GATES REMAIN OPEN

DURING OPERATION HOURS

c.81f---+--t

2 8 7

NO PUBLIC ACCESS

TO STAIR

8 I 10 0)

DOR DB~

-- 53.5

SEE EXIT

NOTES

'L:::..

17 18 11 211 21 22 23 24 25 28 21 JO 31 J2

~~~I -------J,DD□□□□~---

GATEs REMAIN OPEN I I

DURING OPERATION HOURS

a a a a a a

GROUP A-3,

OL: 49

a a

18 I I EXIT DISCHARGE CONT. n

FROM EXIT D77 I}::==

(FIRST FLOOR)

C r=====:!I I

Cl n

CITADEL NOT

REGULARLY OCCUPIED,

ACCESS LIMITED TO

C, NPS-LED VIP O DD

@Y a a a D c:::::J ---0 z :::i!:

• 0 I .

LO

CONT. FROM

FIRST FLR,

OL:45

r-:--r--~---~--~---~--~---~--◄---~--◄---~--~---+-~ b DISP RSAL

EXIT DISCHARGE CONT.

FROM EXIT D18

_ I IAREA, 70 SFI

~--L~l~_J

EXIT NOTES:

EXIT D97 NOTE:

- LEAFS OF DOOR AND GATE REMAIN OPEN

DURING HOURS OF OPERATION

EXIT D86 NOTE:

- LEAFS OF DOOR AND GATE REMAIN OPEN

DURING HOURS OF OPERATION

GATE TO REMAN OPEN

DURING OPERATING

HOURS.

(FIRST FLOOR)

1 PHASE 3F BASEMENT EMERGENCY EGRESS PLAN

G010 SCALE@

C

I!, II.

LEGEND:

AREAS IN GROUP A-3 NOT

~ ) ) COMMON PATH OF TRAVEL

ACCESSIBLE TO PUBLIC •

CLEAR WIDTH REQUIRED ... -►-➔ PATH OF TRAVEL I (INCHES)

[IQ]

[Kl L:::,,.

DESIGNED:

RJB

,a., .. , .. , JAW

TECH. REVIEW:

KRC/UMG

DATE:

06/13/2023

TRAVEL DISTANCE

X I x- ,- ACTUAL CLEAR WIDTH

MAX. OCCUPANT LOAD X PROVIDED (INCHES)

\ ACTUAL NUMBER OF DESIGNATED EXIT

OCCUPANTS SERVED

BLDG.

0 20 40 20

SCALE@ --------

SCALE OF FEET

SUB SHEET NO. TITLE OF SHEET

PHASE 3F BASEMENT

G010

EGRESS

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA

DRAWING NO.

180012

PMIS/PKG NO.

311373

11 OF224

te d:

/7

/2

2:

P

M

No. C055585

Exp. 12/31/24

BUILDING SUMMARY: EGRESS SUMMARY:

OCCUPANCY CLASSIFICATIONS: EGRESS CAPACITY FACTOR:

MAIN CELL HOUSE AND MUSEUM

AREAS OF ADMINISTRATION WING: ASSEMBLY, A-3

BUSINESS, B

STAIRS:

ALL OTHER COMPONENTS:

0.3 IN. PER OCCUPANT

0.2 IN. PER OCCUPANT

-------.?-I!! g;

CJ)::,

128 z -z le

OU

;:;-1;;

l!!z zo !:li1 <.)

8B :::,;

z::> a~ j:::L,J <.)C, ::, a!! I;; CJ)

/!!l

::, CJ)

~z ""3: Cl a!!~ ~D... ::, :B

~I

CJ)_,

z< 3: I _, ~ <i;

a..

v,O 00 :,:: q

:3x I~

-----0 ('I 0('1 oo

• "' i:::lre Ov, ~cC

OFFICES:

CONSERVANCY BOOK STORE:

BUILDING CONSTRUCTION TYPE:

NUMBER OF STORIES:

HOSPITAL WING:

MAIN CELL HOUSE:

ADMINISTRATION…