AM-0002 Drawings (Sebille).pdf

PDF 15 MB Posted Feb 27, 2020

Attached to: FY18 PAIP Improve Family Housing Sebille Manor, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV20B0001
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a federal contract opportunity for improvements to family housing at Sebille Manor on Kadena Air Base in Okinawa, Japan. The solicitation number is W912HV20B0001 and is being issued by the Department of the Army Corps of Engineers Engineering District Japan. Interested parties are directed to review Invitation for Bid number W912HV-20-B-0001 along with associated attachments for requirements relating to improving family housing at Sebille Manor, to include a response deadline of November 27, 2019, as this solicitation notice serves as an update to an earlier presolicitation notice issued for this project. The opportunity type is listed as a solicitation.

View the file

Other files

File	Type	Posted
Bid Abstract (Sebille)_Final.pdf	PDF	Apr 3, 2020
W912HV20B0001-0004 (Sebille Manor).pdf	PDF	Mar 25, 2020
W912HV20B0001-0003 (Extend Sebille).pdf	PDF	Mar 20, 2020
W912HV20B0001-0002 Revised Specs_Drawing Sebille Manor.pdf	PDF	Feb 27, 2020
AM-0002 Specifications (Sebille).pdf	PDF	Feb 27, 2020
Site Visit Sign-In Sheet W912HV20B0001 SebilleManor.pdf	PDF	Feb 27, 2020
Pre-Bid Conference Slides W912HV20B0001 SebilleManor.pdf	PDF	Jan 13, 2020
W912HV20B00010001 _ Extend Bidder Inquiry period.pdf	PDF	Jan 7, 2020
Plans_Volume 2 (Sebille Manor).pdf	PDF	Nov 29, 2019
Specs Part 5 (Sebille Manor).pdf	PDF	Nov 29, 2019
Plans_Volume 1 (Sebille Manor).pdf	PDF	Nov 29, 2019
Specs Part 2 (Sebille Manor).pdf	PDF	Nov 29, 2019
Specs Part 1 (Sebille Manor).pdf	PDF	Nov 29, 2019
IFB W912HV20B0001, Sebille Manor.pdf	PDF	Nov 29, 2019
Specs Part 4 (Sebille Manor).pdf	PDF	Nov 29, 2019
Plans_Volume 3 (Sebille Manor).pdf	PDF	Nov 29, 2019
Specs Part 3 (Sebille Manor).pdf	PDF	Nov 29, 2019

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S O

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SHEET ID

®of Engineers

US Army Corps

U .S

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...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_G- 001 - SHEET INDEX

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A P

-5

J A

P A

N D

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FINAL - READY TO ADVERTISE

GENERAL

SHEET NUMBER SHEET NAME

G-000

G-001 SHEET INDEX

G-002

G-003

G-004

G-005

G-006

GENERAL ABBREVIATIONS

GENERAL PROJECT SYMBOLS AND NOTES

LOCATION AND VICINITY MAPS

HAUL ROUTES

TRAFFIC DETOUR PLAN

LS101 LANDSCAPING PLAN (1 OF 7)

LS102 LANDSCAPING PLAN (2 OF 7)

LS103 LANDSCAPING PLAN (3 OF 7)

LS104 LANDSCAPING PLAN (4 OF 7)

LS105 LANDSCAPING PLAN (5 OF 7)

LS106 LANDSCAPING PLAN (6 OF 7)

LS107 LANDSCAPING PLAN (7 OF 7)

LS201 EXISTING TREE LIST (1 OF 2)

LS202 EXISTING TREE LIST (2 OF 2)

LS501 LANDSCAPING DETAILS

ELECTRICAL SITE

SHEET NUMBER SHEET NAME

ES101 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES102 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES103 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES104 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES105 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES106 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES107 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

ES501 ELECTRICAL AND TELECOMMUNICATIONS SITE DETAILS

LANDSCAPE

SHEET NUMBER SHEET NAME

G-007 RESIDENCE INFORMATION

CIVIL

V-201 SURVEY CONTROL POINT SUMMARY

CD101 DEMOLITION PLAN (1 OF 7)

CD102 DEMOLITION PLAN (2 OF 7)

CD103 DEMOLITION PLAN (3 OF 7)

CD104 DEMOLITION PLAN (4 OF 7)

CD105 DEMOLITION PLAN (5 OF 7)

CD106 DEMOLITION PLAN (6 OF 7)

CD107 DEMOLITION PLAN (7 OF 7)

CS101

CS102

CS103

CS104

CS105

CS106

CS107

C-101 KEY PLAN

B-101 BORING LOCATION PLAN (1 OF 7)

B-102 BORING LOCATION PLAN (2 OF 7)

B-103 BORING LOCATION PLAN (3 OF 7)

B-104 BORING LOCATION PLAN (4 OF 7)

B-105 BORING LOCATION PLAN (5 OF 7)

B-106 BORING LOCATION PLAN (6 OF 7)

B-107 BORING LOCATION PLAN (7 OF 7)

B-201

B-202

B-203

B-204

V-101

V-102

V-103

V-104

V-105

V-106

V-107

SHEET NUMBER SHEET NAME

CD100 TYPICAL BUILDING SITE DEMOLITION PLAN

SITE PLAN (1 OF 7)

SITE PLAN (2 OF 7)

SITE PLAN (3 OF 7)

SITE PLAN (4 OF 7)

SITE PLAN (5 OF 7)

SITE PLAN (7 OF 7)

SITE PLAN (6 OF 7)

CS100 TYPICAL BUILDING SITE PLAN

CD201

CD202

CD203

CD204

CD205

CD206

CD207

DEMOLITION PLAN - SANITARY SEWER SYSTEM (1 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (2 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (4 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (5 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (6 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (7 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (3 OF 9)

C-001 CIVIL GENERAL NOTES, BMPS AND RAIN RESPONSE PLAN

EXISTING CONDITIONS - (1 OF 7)

EXISTING CONDITIONS - (2 OF 7)

EXISTING CONDITIONS - (3 OF 7)

EXISTING CONDITIONS - (4 OF 7)

EXISTING CONDITIONS - (7 OF 7)

EXISTING CONDITIONS - (6 OF 7)

EXISTING CONDITIONS - (5 OF 7)

PROJECT COVER

G-008 OPTIONS - CARSON COURT & HILL ROAD

CD208

CD209 DEMOLITION PLAN - SANITARY SEWER SYSTEM (9 OF 9)

DEMOLITION PLAN - SANITARY SEWER SYSTEM (8 OF 9)

BORING LOGS (1 OF 4)

BORING LOGS (2 OF 4)

BORING LOGS (3 OF 4)

BORING LOGS (4 OF 4)

CS201 PARKING CROSS SECTION (1 OF 11)

PARKING CROSS SECTION (2 OF 11)CS202

PARKING CROSS SECTION (3 OF 11)CS203

PARKING CROSS SECTION (6 OF 11)CS206

CS204

CS205

PARKING CROSS SECTION (4 OF 11)

PARKING CROSS SECTION (5 OF 11)

PARKING CROSS SECTION (9 OF 11)CS209

CS207

CS208

PARKING CROSS SECTION (7 OF 11)

PARKING CROSS SECTION (8 OF 11)

CS210

CS211

PARKING CROSS SECTION (10 OF 11)

PARKING CROSS SECTION (11 OF 11)

CU101 UTILITY PLAN (1 OF 9)

CU102 UTILITY PLAN (2 OF 9)

CU103 UTILITY PLAN (3 OF 9)

CU104 UTILITY PLAN (4 OF 9)

CU105 UTILITY PLAN (5 OF 9)

CU106 UTILITY PLAN (6 OF 9)

CU107 UTILITY PLAN (7 OF 9)

CU201

CU202

CU203

CU204

CU205

CU206

CU207

CU208

CU209

CU210

CU211

CU212

CU501 UTILITY DETAILS (1 OF 3)

CG101 GRADING PLAN (1 OF 7)

CG102 GRADING PLAN (2 OF 7)

CG103 GRADING PLAN (3 OF 7)

CG104 GRADING PLAN (4 OF 7)

CG105 GRADING PLAN (5 OF 7)

CG106 GRADING PLAN (6 OF 7)

CG107 GRADING PLAN (7 OF 7)

CG501 EROSION CONTROL DETAILS

CS501

CS502

CS503

SITE DETAILS (1 OF 2)

UTILITY PROFILE (1 OF 12)

UTILITY PROFILE (2 OF 12)

UTILITY PROFILE (3 OF 12)

UTILITY PROFILE (4 OF 12)

UTILITY PROFILE (5 OF 12)

UTILITY PROFILE (6 OF 12)

UTILITY PROFILE (7 OF 12)

UTILITY PROFILE (8 OF 12)

UTILITY PROFILE (9 OF 12)

UTILITY PROFILE (10 OF 12)

UTILITY PROFILE (11 OF 12)

UTILITY PROFILE (12 OF 12)

CU108 UTILITY PLAN (8 OF 9)

CU109 UTILITY PLAN (9 OF 9)

CS504 RAILING DETAILS

RETAINING WALL DETAILS

SITE DETAILS (2 OF 2)

CIVIL (CONTINUED)

SHEET NUMBER SHEET NAME

CU502 UTILITY DETAILS (2 OF 3)

CU503 UTILITY DETAILS (3 OF 3)

J A

A M

N D

E X U

P D

A T

AM0002

53085306

CARSON CT

5300 5301

FOY CT

JABARA RD

5349 5347

CHISTENSEN DR

5329 5354

L D

R B5350

MOORE AVE

53275328

53215320

R A

R D

MOORE AVE

CHISTENSEN DR

G O

NNET

A5351

A B

ABAB

B A

A B

B A

A B

U .S

. A R

M Y

C O

O F

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N N

C R

O N

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C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-007

C E

R M

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

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T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

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C H

RESIDENCE DETAIL SCHEDULE

BUILDING # BUILDING

UNIT TYPE BUILDING DESCRIPTION RADON STORAGE POWER

PANEL

OSP

ENCLOSUREEXISTING NEW

BASE CONTRACT

5300A DT4 DUPLEX YES YES NO

5300B DT4 DUPLEX YES YES NO YES

5301A DT4 DUPLEX YES YES NO YES

5301B DT4 DUPLEX YES YES YES NO

5303A DT4 DUPLEX YES NO YES

5303B DT4 DUPLEX YES YES YES NO

5305A CT3 DUPLEX YES YES YES YES

5305B CT3 DUPLEX YES NO NO

5307A DT4 DUPLEX YES YES NO

5307B DT4 DUPLEX YES NO YES

5309A CT3 DUPLEX YES NO YES

5309B CT3 DUPLEX YES YES NO

5310A DT4 DUPLEX YES YES NO YES

5310B DT4 DUPLEX YES YES NO

5312A DT4 DUPLEX YES YES NO YES

5312B DT4 DUPLEX YES YES YES NO

5314A CT3 DUPLEX YES NO NO

5314B CT3 DUPLEX YES YES YES YES

5316A DT4 DUPLEX YES YES YES NO

5316B DT4 DUPLEX YES NO YES

5318A DT4 DUPLEX YES YES YES NO

5318B DT4 DUPLEX YES YES NO YES

5320A DT4 DUPLEX YES YES YES YES

5320B DT4 DUPLEX YES NO NO

5321A DT4 DUPLEX YES YES NO YES

5321B DT4 DUPLEX YES YES YES NO

5322A CT3 DUPLEX YES YES NO NO

5322B CT3 DUPLEX YES NO YES

5323A DT4 DUPLEX YES YES YES YES

5323B DT4 DUPLEX YES NO NO

5324A DT4 DUPLEX YES NO NO

5324B DT4 DUPLEX YES YES YES

5325A CT3 DUPLEX YES YES NO

5325B CT3 DUPLEX YES YES NO YES

5326A DT4 DUPLEX YES YES YES NO

5326B DT4 DUPLEX YES YES NO YES

5327A DT4 DUPLEX YES YES NO YES

5327B DT4 DUPLEX YES YES YES NO

5328A DT4 DUPLEX YES YES YES

5328B DT4 DUPLEX YES NO NO

5329A DT4 DUPLEX YES YES NO NO

5329B DT4 DUPLEX YES YES YES YES

5330A CT3 DUPLEX YES NO NO

5330B CT3 DUPLEX YES YES YES

5331A DT4 DUPLEX YES YES YES

5331B DT4 DUPLEX YES YES NO NO

5332A DT4 DUPLEX YES NO YES

5332B DT4 DUPLEX YES YES YES NO

5333A DT4 DUPLEX YES YES NO YES

5333B DT4 DUPLEX YES YES NO

5334A DT4 DUPLEX YES YES YES

5334B DT4 DUPLEX YES NO NO

5335A DT4 DUPLEX YES YES YES

5335B DT4 DUPLEX YES YES NO NO

5336A CT3 DUPLEX YES YES YES

5336B CT3 DUPLEX YES YES NO NO

5337A CT3 DUPLEX YES NO NO

5337B CT3 DUPLEX YES YES YES

5338A DT4 DUPLEX YES YES NO YES

5338B DT4 DUPLEX YES YES NO

5339A DT4 DUPLEX YES YES NO

5339B DT4 DUPLEX YES NO YES

5340A DT4 DUPLEX YES YES NO NO

5340B DT4 DUPLEX YES YES YES YES

5341A DT4 DUPLEX YES YES NO YES

5341B DT4 DUPLEX YES YES NO

5342A DT4 DUPLEX YES YES YES

5342B DT4 DUPLEX YES YES NO NO

5343A CT3 DUPLEX YES NO NO

5343B CT3 DUPLEX YES YES YES YES

5344A DT4 DUPLEX YES YES NO

5344B DT4 DUPLEX YES YES NO YES

5345A DT4 DUPLEX YES NO NO

5345B DT4 DUPLEX YES YES YES YES

5346A DT4 DUPLEX YES YES YES NO

5346B DT4 DUPLEX YES NO YES

5347A DT4 DUPLEX YES YES YES NO

5347B DT4 DUPLEX YES YES NO YES

5348A DT4 DUPLEX YES YES YES NO

5348B DT4 DUPLEX YES YES YES YES

5349A CT3 DUPLEX YES YES YES

5349B CT3 DUPLEX YES YES NO NO

CARSON CT. OPTION

5302A CT3 DUPLEX YES NO YES

5302B CT3 DUPLEX YES YES YES NO

5304A DT4 DUPLEX YES YES YES NO

5304B DT4 DUPLEX YES NO YES

5306A CT3 DUPLEX YES NO YES

5306B CT3 DUPLEX YES YES NO

5308A DT4 DUPLEX YES YES YES

5308B DT4 DUPLEX YES NO NO

HILL RD OPTION

5350A DT4 DUPLEX YES NO NO

5350B DT4 DUPLEX YES YES NO YES

5351A CT3 DUPLEX YES YES NO

5351B CT3 DUPLEX YES YES NO YES

5352A DT4 DUPLEX YES YES NO

5352B DT4 DUPLEX YES YES NO YES

5353A DT4 DUPLEX YES YES YES YES

5353B DT4 DUPLEX YES YES NO NO

5354A DT4 DUPLEX YES NO YES

5354B DT4 DUPLEX YES YES YES NO

1 : 40D6 RESIDENTIAL AREA MAP

PLAN NORTH

SCHEDULE NOTE

1. RADON "YES" ON SCHEDULE INDICATES EXISITNG ACTIVE RADON SYSTEM.

±2.8m

±2.3m

±2m

ON CS201)

(CROSS SECTION

(DETAIL A5/CS503)

WALL

NEW RETAINING

ON CS201)

(CROSS SECTION

(DETAIL A5/CS503)

WALL

NEW RETAINING

(DETAIL A5/CS503)

WALL

NEW RETAINING

(SEE DETAIL G6/CS501)

SIDEWALK AND APRON

NEW PARKING AERA WITH

(SEE DETAIL G6/CS501)

SIDEWALK AND APRON

NEW PARKING AERA WITH

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

LPLP

MOORE AVE

J A

B A

R A R

CARSON CT

5310B

5305A

5305B

5303B

5303A

5308B 5308A5306B5306A

5304A

5304B

5302A 5302B

5300A

5300B

5301B

5301A

2 STALLS

±5.5m

2 STALLS

±6.5m

2 STALLS

±5.5m

T A

L L S

.3 m S

T A

L L S

.6 m

T A

L L S

.9 m

T A

L L S

.5 m

T A

L L S

.5 m

T A

L L S

.3 m

T A

L L S

.2 m

.7 m

N 2,915,154.8428

E 380,047.6031

N 2,915,153.4935

E 380,057.0307

N 2,915,195.6675

E 380,101.3512

N 2,915,200.1724

E 380,087.6511

N 2,915,200.9955

E 380,094.1836

N 2,915,205.0864

E 380,097.0669

N 2,915,112.6035

E 380,064.7412

E 380,089.7616

N 2,915,116.5664

E 380,098.2437

N 2,915,161.6209

N 2,915,202.1645

E 380,086.8617

N 2,915,206.8222

E 380,085.1214

N 2,915,179.7867

E 380,004.6134

N=29152

N=29151

N=29152

N=29151

N=29152

.1 m

2 STALLS

±5.5m

.6 m

.1 m

.7 m

±2m

N 2,915,178.6688

E 380,012.4757

N 2,915,172.5552

E 380,003.5970

N 2,915,146.9644

E 380,001.6138

N 2,915,148.0603

E 380,021.2595

N 2,915,141.9510

E 380,011.0651

N 2,915,141.1082

E 380,020.2754

N 2,915,136.3151

E 380,048.3217

N 2,915,142.6983

E 380,058.7209

N 2,915,137.6820

E 380,058.0117

N 2,915,134.9519

E 380,010.0592

N 2,915,144.2081

E 380,048.1731

N 2,915,136.4837

E 380,047.1279

N 2,915,145.7411

E 380,002.3523

N 2,915,204.5165

E 380,071.7635

N 2,915,203.1366

E 380,071.5330

N 2,915,199.0062

E 380,093.7902

N 2,915,187.7272

E 380,099.3822

N 2,915,188.7689

E 380,092.1524

N 2,915,170.1020

E 380,096.8414

N 2,915,145.3194

E 380,096.2386

N 2,915,151.0567

E 380,024.7932

N 2,915,148.1136

E 380,045.5954

N 2,915,145.6863

E 380,062.2635

N 2,915,094.4287

E 380,092.7607

N 2,915,093.0523

E 380,093.0696

N 2,915,109.6921

E 380,092.9255

N 2,915,109.2628

E 380,081.4391

N 2,915,104.2818

E 380,074.1908N 2,915,104.7179

E 380,064.9513

N 2,915,090.5026

N 2,915,147.9397

E 380,046.6329

N 2,915,146.5814

E 380,056.0592

.5 m

N 2,915,177.2912

E 380,083.4408

N 2,915,187.9173

E 380,084.9618

N 2,915,146.7696

E 380,086.1330

N 2,915,188.9565

E 380,077.6958

N 2,915,178.3245

E 380,076.1723

N 2,915,172.9172

E 380,075.4123

N 2,915,198.1215

E 380,078.9546

.7 m

±5.9m

N 2,915,156.2975

E 380,096.4989

N 2,915,136.4681

E 380,057.8411

N 2,915,171.1559

E 380,089.6312

E Z

C S .d w g

D E

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H S

T R

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M O

U .S

A R

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P S O

F E

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S E

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E R S

H E

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...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_CS101 - SITE PLAN 01

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101 102

105104

SITE PLAN

SCALE: 1:250A1

5 10m0

S E

E S

H E

E T C

C H L

A P

-5

J A

P A

N E

N G

E E

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T R

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A W

A A

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F F

CS101

E P

L A

N O

SEE SHEET CS104

MATCH LINE

KEYMAP

SCALE: N.T.S.

GENERAL SHEET NOTES

LEGEND

(DETAIL C1/CS501)

REPLACE/CONSTRUCT SIDEWALK

(DETAIL C8/CS501)

CONSTRUCT PARKING LOT PAVEMENT

(DETAIL C6/CS501)

FULL DEPTH PAVEMENT REPLACEMENT

GROUTED PRIOR TO GRASS AREA REPLACEMENT.

EXPOSED SIDEWALK, WALKWAY OR STAIRS AREA SHALL BE

POSITIVE SLOPE AWAY FROM SIDEWALK, WALKWAY OR STAIRS.

METER WIDTH AND LENGTH AS SHOWN ON PLAN. MAINTAIN

REPLACED WITH SOD (DETAIL E7/CS502) AT LEAST 1 LINEAR

7. EXISTING ERODED GRASS AREA SHALL BE REMOVED AND

PROJECT LIMIT PER DETAILS AND SCHEDULE ON SHEET CS504.

REMOVE AND REPLACE ALL EXISTING HANDRAIL WITHIN 6.

EXCAVATION/FILL.

ELEVATION, RETAINING WALL HEIGHT AND EXISTING SURFACE

THROUGH CS211 FOR NEW RAILING LOCATION, PARKING AREA

5. REFER TO PARKING CROSS SECTIONS ON SHEET CS201

EXISTING SURFACE AND FINISHED GRADE.

ELEVATION DIFFERENCE IS 760 MM OR GREATER BETWEEN

RETAINING WALL W/ RAILINGS SHALL BE CONSTRUCTED WHERE 4.

BE INCLUDED UNDER A SEPARATE CEN/CENH PROJECT.

ADA RAMP, CROSSWALK AND SIGNAGE IMPROVEMENTS WILL 3.

CONSTRUCT PARKING STALL MARKINGS PER DETAIL E1/CS501.2.

DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.1.

(REFER TO NOTE 7)

EXISTING ERODED GRASS AREA REPLACEMENT

(DETAIL A5/CS503)

CONSTRUCT PARKING SPACE RETAINING WALL

(DETAILS A1/CS503 AND E6/CS503)

WALL WITH RAIL

CONSTRUCT PARKING SPACE RETAINING

(DETAIL F4/CS501)

MILL AND OVERLAY

FINAL - READY TO ADVERTISE

A M

D D

E D C

A L L

O U

T J

A N

DMH

100'

50'

T-

BD2

90'

310'CC

P6X24F F

CAO716:3

7-39+

A,4- 6 1

75'

P6X24F F

CAO716:4

0-42+

A,4- 6 5

P6X24F F

CAO716:4

3-45+

A,4- 6 5

P6X24F F

CAO716:4

6-48+

A,4- 6 1

50'

P1-24FF

CAO716:1

-60+

A,61-

P6X24F F

CAO716:5

2-54+

A,4- 6 4

P6X24F F

CAO716:3

4-36+

A,4- 6 3

P6X24F F

CAO716:4

9-51+

A,4- 6 3

P6X24F F

CAO716:3

1-33+

A,4- 6 3

P6X24F F

CAO716:2

8-30+

A,4- 6 3

P6X24F F

CAO716:2

5-27+

A,4- 6 4

P50-

24FF

CAO716:1

-30+

A,31-

PP25-

22P

CAO725:

1-25

PP25-

22P

CAO725:

1-25

138139

285 286

287 288

293 294

HAND DIG

PROTECT ROOTS

AVOID TREES

(NOT ON SURVEY)

REMOVE TREE

DUE TO UTILITY ROUTING

BANYAN TREE - REMOVE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

5332B

5328A

5328B

5330A

5330B

5322A

5322B

5323B

5323A

5321A

5321B

5320B

5320A

5324A

5324B

B-2

T V

S B

5332A

2-100

-7

MOORE AVE

G A

B R

E S

K I

R D

G O

D F

R E

E Z L S .d w g

D E

N B

E R

G E

H A

R D

E N

H A

R D

E N

B R

O W

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

E C

O V

E R S

H E

E T

O C

T O

B E

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

E B

L E M

A N

O R

L X

E Z

...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_LS102 - LANDSCAPING PL

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LANSCAPING PLAN

SCALE: 1:250A1

5 10m0

S E

E S

H E

E T L

C H L

SEE SHEET LS105

MATCH LINE

SEE SHEET LS104

MATCH LINE

S E

E S

H E

E T L

C H L

A P

-5

J A

P A

N D

T R

E A

V E

LS102

FINAL

L A

N D

S C

A P

G P

L A

N O

AVOID TREES

293 294

142141

LEGEND

GENERAL SHEET NOTES

ADJACENT AREAS.

BY CONSTRUCTION. SOD SHALL BE SIMILAR TO THAT OF

RE-SOD (WITH NEW SOD) EXISTING TURF AREAS DISTURBED 9.

SETTLING.

LEVELED AND FINISHED TO MEET EXISTING GRADE AFTER

WITH ON-SITE SOIL, TAMPED TO 90 PERCENT COMPACTION,

HOLES FROM THE REMOVAL SITE HAVE BEEN BACKFILLED

THE CONTRACTOR SHALL ENSURE THAT ALL REMAINING 8.

ARE.

PROPOSED, EXISTING LAWNS WILL BE MAINTAINED AS THEY

TO THE EXTENT POSSIBLE, WHERE NO NEW WORK IS 7.

TREE SHOULD REMAIN, BE REMOVED, OR RELOCATED.

COORDINATE WITH THE COR TO DETERMINE WHETHER THE

PROPOSED IMPROVEMENTS, ETC. THE CONTRACTOR SHALL

THE EXISTING STRUCTURES, FOUNDATIONS, SIDEWALKS,

PLANS. IF TREES ARE FOUND THAT ARE CONFLICTING WITH

ALL EXISTING TREES MAY NOT BE REPRESENTED ON THE 6.

TO COMMENCEMENT OF PLANTING OPERATIONS.

TO BE RELOCATED WITH THE CONTRACTING OFFICER PRIOR

NEW TREES, THOSE TO BE REMOVED, AND THOSE THAT ARE

THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL 5.

COMMENCEMENT OF WORK.

OFFICER OF ANY DISCREPANCIES PRIOR TO

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING 4.

CONTRACTOR'S EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE

OPERATIONS. ANY UTILITY LINES DAMAGED BY THE

EXISTING UTILITY LINES PRIOR TO CONSTRUCTION

THE CONTRACTOR SHALL VERIFY LOCATION OF ALL 3.

INVENTORY

SEE SHEETS LS201 AND LS202 FOR EXISTING TREE 2.

SEE SHEET LS501 FOR PLANTING NOTES AND DETAILS1.

PROJECT LIMITS

TREE TO BE REMOVED

REPLACEMENT TREE

(SEE SHEETS LS201 AND LS202 FOR SPECIES)

EXISTING TREE

DESCRIPTIONITEM

M R

E V

E D T

R E

E N

U M

B E

CATV

SM-4

LMH #50

CJP-52

LMH #2

LMH #3

L M

C J P -5

SM-4

CJP-53

SET-5300

EBOX

LMH #4

L M

LMH #7

LMH #31

LMH #5

EBOX

SET-5310

T-02

LMH #32

EMH #72

E M

EMH #2

EMH #3

EMH #7

EMH #4

EMH #5

EMH #6

EMH #45

CMH 307-1

7-23

TMH 307-1

7-21

CMH 307-1

7-22

CMH 307-1

7-25

CMH 307-1

7-24

2-100

1-100

MOORE AVE

J A

B A

R A R

CARSON CT

T-5300 B

296-

T-5300 A

293-

T-5302 B3

290-

T-5302 A3

287-

T-5304 B

284-

281-

T-5304 A3

T-5306 B

276-

T-5306 A

273-

3 270-

T-5308 B3

T-5310 B3

264-

P1-24FF

CAO714:2

11-280+

A,91- 100+

B,71-

398'

P2-24CCP-ST

CAJ18

:1-200

P6-24FF

CA14:45

1-1050

5310B

5305A

5305B

5303B

5303A

5308B 5308A5306B5306A

5304A

5304B

5302A 5302B

5300A

5300B

5301B

5301A

P2-24C

CP-ST

CAJ18:1

-200

P6-24F F

CA14:45

1-4050

P2-24C

CP-ST

CAJ18:1

-200

P6-24F F C

A14:45 1-1050

COMM

EMH #-

CMH ###

CJP-###

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

E Z E

S .d w g

T S

W A

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O N

J L

O C

K W

O O

K E

M L

C T

A L A

N D T

E L E

C O

M M

U N

O N

S S

E P

ES101

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

S E

E C

O V

E R S

H E

E T

O C

T O

B E

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

E B

L E M

A N

O R

L X

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...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_ES101 - ELECTRICAL AND

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5 10m0

S E

E S

H E

E T E

C H L

A P

-5

J A

P A

N D

T R

E A

V E

FINAL

SEE SHEET ES104

MATCH LINE

OSP

POWER

OSP

INFORMATION ON INSTALLATION.

AND DETAIL E1/ES501 FOR ADDITIONAL

NEW BUILDING FOUNDATION. SEE SHEET DT4_T112

BOX TO BUILDING 5300 . PROVIDE CLEAR OF THE

TELECOMMUNICATIONS DUCTBANK FROM PULL

PROVIDE NEW UNDERGROUND OUTSIDE PLANT

GENERAL SHEET NOTES

ELECTRICAL SITE LEGEND

COMMUNICTIONS LINE

EXISTING UNDERGROUND

POWER

OSP

SECONDARY LINE

EXISTING UNDERGROUND ELECTRICAL

LINE

EXISTING OVERHEAD PRIMARY POWER

BE RELOCATED

PROPOSED UNDERGROUND LINE TO

SET ####

EBOX NUMBER.

CONCRETE PAD. ### IDENTIFIES THE SET

RELATED DISTRIBUTION PANEL ON

PAD MOUNTED TRANSFORMER AND

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

LOCATION NUMBER.

MANHOLE. ### IDENTIFIES THE

EXISTING TELECOMMUNICATIONS

DISTRIBUTION PANEL

EXISTING BUILDING SERVICE

SERVICES ENCLOSURE

EXISTING BUILDING OUTSIDE PLANT

DT4_T-111, DT4_T-112, AND DT4_T-150 FOR RELATED WORK.

OF THE BUILDINGS. SEE SHEETS CT3_T-100, CT3_T-110,

TELECOMMUNICATIONS ENCLOSURE LOCATIONS FOR EACH

IDENTIFYING THE EXISTING BUILDING MOUNTED

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 4.

FOR RELATED WORK.

CT3_E-100, CT3_E-110, DT4_E-111, DT4_E-112, AND DT4_E-150

PANEL LOCATIONS FOR EACH OF THE BUILDINGS. SEE SHEETS

IDENTIFYING THE EXISTING BUILDING MOUNTED ELECTRICAL

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 3.

REFERENCE.

OUTSIDE PLANT INFRASTRUCTURE UTILITIES. THIS IS FOR

FOR EXISTING ELECTRICAL AND TELECOMMUNICATIONS

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 2.

SEE SHEET E-001 FOR AND LEGEND AND ABBREVIATIONS.1.

AS-BUILT CONDITIONS.

EXISTING DUICTBANK DETAIL PROVIDED AS

NEW FOUNDATION. SEE DETAIL E1/ES501 FOR

LOCATION OF NEW DUCTBANK CLLEAR OF THE

NEW BUILDING FOUNDATION. SEE PROPOSED

DISCONNECTED AND REMOVED NEAR THE

PULL BOX TO BUILDING 5300 TO BE

TELECOMMUNICATIONS DUCTBANK FROM

EXISTING UNDERGROUND OUTSIDE PLANT

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A M

P D

A T

E S

H E

E T N

O T

E S

J A

L L

A R

21LM

C J P -5

L M

0 L

M H

C J P -5

S E

T -5

M D

P -5

L M

S E

T -5

E B

O X

E M

-1

-2

G C

M H

C M

-1

-2

C M

-1

-2

-1

-3

-1

-2

T E

N S E

N D

T-

BDS

B D 2 1

T-

B 3 2

F F

C A

A ,3

P P

5346A

5346B

5348A

5348B

5349A

5349B

5347A

5347B

5345B 5342A

5344A

5344B

5318A

5318B

5316A

5345A

5316B

E=379960

E=379930

E=379990

E=380020

E=380050

COMM

S B

EMH #-

CMH ###

CJP-###

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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S .d w g

T S

W A

N S

O N

J L

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K W

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K E

M L

C T

A L A

N D T

E L E

C O

M M

U N

A T

N S S

E P

ES106

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

E C

O V

E R S

H E

E T

O C

T O

B E

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

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A M

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G S

E B

L E M

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L X

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...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_ES106 - SITE PLAN 06

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SCALE: 1:250A1

5 10m0

SEE SHEET ES107

MATCH LINE

FINAL

J A

P A

N D

T R

E A

V E

A P

-5

GENERAL SHEET NOTES

DT4_T-112, AND DT4_T-150 FOR RELATED WORK.

THE BUILDINGS. SEE SHEETS CT3_T-100, CT3_T-110, DT4_T-111,

TELECOMMUNICATIONS ENCLOSURE LOCATIONS FOR EACH OF

IDENTIFYING THE EXISTING BUILDING MOUNTED

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 4.

FOR RELATED WORK.

CT3_E-100, CT3_E-110, DT4_E-111, DT4_E-112, AND DT4_E-150

PANEL LOCATIONS FOR EACH OF THE BUILDINGS. SEE SHEETS

IDENTIFYING THE EXISTING BUILDING MOUNTED ELECTRICAL

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 3.

REFERENCE.

OUTSIDE PLANT INFRASTRUCTURE UTILITIES. THIS IS FOR

FOR EXISTING ELECTRICAL AND TELECOMMUNICATIONS

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 2.

SEE SHEET E-001 FOR AND LEGEND AND ABBREVIATIONS.1.

OSP

POWER

EMH #22

MDP-5347

PANEL FEEDER CONDUCTORS.

MANHOLE, TO EXISTING BUILDING 5349

SPLICE NEW FEEDER CONDUCTORS, IN

EXISTING UNDERGROUND

POWER

OSP

SECONDARY LINE

EXISTING UNDERGROUND ELECTRICAL

LINE

EXISTING OVERHEAD PRIMARY POWER

BE RELOCATED

PROPOSED UNDERGROUND LINE TO

SET ####

EBOX NUMBER.

CONCRETE PAD. ### IDENTIFIES THE SET

RELATED DISTRIBUTION PANEL ON

PAD MOUNTED TRANSFORMER AND

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

LOCATION NUMBER.

MANHOLE. ### IDENTIFIES THE

EXISTING TELECOMMUNICATIONS

DISTRIBUTION PANEL

EXISTING BUILDING SERVICE

SERVICES ENCLOSURE

EXISTING BUILDING OUTSIDE PLANT

A M

P D

A T

E S

H E

E T N

O T

E S

J A

REQUIREMENTS.

ES501 FOR FEEDER SIZES AND DUCTBANK

FOR CONTINUATION. SEE DETAIL E7 ON SHEET

CONDUCTORS IN EMH-26. SEE SHEET ES107

DISTRIBUTION PANEL MDP-5347 TO

PROVIDE NEW CONDUCTORS FROM

MINIMUM OF 1220mm FROM EXISTING AND

REROUTE NEW CONDUIT DUCTBANK A

ADDITION TO UNIT 5345B.

ACCOMODATE THE STRUCTURAL

BE DISCONNECTED AND REMOVED TO

SECONDARY, BEHIND BUILDING 5345 TO

EXISTING UNDERGROUND ELECTRICAL

ADDITION TO UNIT 5347A.

TO ACCOMODATE THE STRUCTURAL

TO BE DISCONNECTED AND REMOVED

SECONDARY, BEHIND BUILDING 5347

EXISTING UNDERGROUND ELECTRICAL

DUCTBANK REQUIREMENTS.

ON SHEET ES501 FOR FEEDER SIZE AND

CONDUCTORS IN EMH-22. SEE DETAIL E4

DISTRIBUTION PANEL MDP-5347 TO

AND PROVIDE NEW CONDUCTORS FROM

MINIMUM OF 1220mm FROM EXISTING

REROUTE NEW CONDUIT DUCTBANK A

TVBOX

SIGNPOST

CATV

BOLLARD

L P

H #2

L M

LMH #19

LMH #18

-5

EBOX

E B

O X

SET-5339

EMH #26

EMH #16

E M

H 0# 9E

CMH 307-1

9-2D

307-17-

CMH

C M

H -1 -2

TMH 307-1

9-3A

CMH 307-1

9-2C

C H R

N S E N D

JABARA

B D

T-5342A217-219

T-

5342B

220-

T-5340A 211-213

T-5340B214-216

PP50-

22P

CAO727:

1-50

5345A

5343A

5343B

5341A

5341B

5337B

5337A

5340A

5340B

5342B

5339A

5339B

5318A

5357A

5357B

N=29148

N=29149

N=29148

N=29149

N=29148

COMM

B B

E B

T B

T V

B B

S B

EMH #-

CMH ###

CJP-###

INFORMATION.

AND ADDITIONAL

DUCTBANK CONTINUATION

5345. SEE SHEET ES106 FOR

DUCTBANK BEHIND BUILDING

ELECTRICAL SECONDARY

PROVIDE NEW UNDERGROUND

AND ADDITIONAL INFORMATION.

ES106 FOR DUCTBANK CONTINUATION

BUILDING ADDITIONS. SEE SHEET

TO ACCOMODATE THE STRUCTURAL

TO BE DISCONNECTED AND REMOVED

SECONDARY, BEHIND BUILDING 5345,

EXISTING UNDERGROUND ELECTRICAL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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N S S

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H E

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K A

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N A A

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C E B

A S

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A W

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L E M

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...\468821 ImprovFamHousSebilleManor\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\LXEZ184546_ES107 -SITE PLAN 07

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5 10m0

S E

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H E

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C H L

SEE SHEET ES104

MATCH LINE

SEE SHEET ES105

MATCH LINE

FINAL

J A

P A

N D

T R

E A

V E

A P

-5

GENERAL SHEET NOTES

DT4_T-112, AND DT4_T-150 FOR RELATED WORK.

THE BUILDINGS. SEE SHEETS CT3_T-100, CT3_T-110, DT4_T-111,

TELECOMMUNICATIONS ENCLOSURE LOCATIONS FOR EACH OF

IDENTIFYING THE EXISTING BUILDING MOUNTED

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 4.

FOR RELATED WORK.

CT3_E-100, CT3_E-110, DT4_E-111, DT4_E-112, AND DT4_E-150

PANEL LOCATIONS FOR EACH OF THE BUILDINGS. SEE SHEETS

IDENTIFYING THE EXISTING BUILDING MOUNTED ELECTRICAL

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 3.

REFERENCE.

OUTSIDE PLANT INFRASTRUCTURE UTILITIES. THIS IS FOR

FOR EXISTING ELECTRICAL AND TELECOMMUNICATIONS

THE ELECTRICAL SITE PLANS SHOW AVAILABLE INFORMATION 2.

SEE SHEET E-001 FOR AND LEGEND AND ABBREVIATIONS.1.

OSP

POWER

FEEDER CONDUCTORS.

TO EXISTING BUILDINGS 5341 AND 5343 PANEL

SPLICE NEW FEEDER CONDUCTORS, IN MANHOLE,

EXISTING UNDERGROUND

POWER

OSP

SECONDARY LINE

EXISTING UNDERGROUND ELECTRICAL

LINE

EXISTING OVERHEAD PRIMARY POWER

BE RELOCATED

PROPOSED UNDERGROUND LINE TO

SET ####

EBOX NUMBER.

CONCRETE PAD. ### IDENTIFIES THE SET

RELATED DISTRIBUTION PANEL ON

PAD MOUNTED TRANSFORMER AND

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

IDENTIFIES THE LOCATION NUMBER.

EXISTING ELECTRICAL MANHOLE. ###

LOCATION NUMBER.

MANHOLE. ### IDENTIFIES THE

EXISTING TELECOMMUNICATIONS

DISTRIBUTION PANEL

EXISTING BUILDING SERVICE

SERVICES ENCLOSURE

EXISTING BUILDING OUTSIDE PLANT

A M

P D

A T

E S

H E

E T N

O T

E S

J A

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-011

CT3

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

B-

T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

H O

N G

O R

E A

O , A

Y D

2T H

Y, M

A D

S H

E-

ARCHITECTURAL

SHEET NUMBER SHEET NAME

AD110 FIRST FLOOR PLAN (DEMO)

AD120 SECOND FLOOR PLAN (DEMO)

AD130 FIRST FLOOR REFLECTED CEILING PLAN (DEMO)

AD140 SECOND FLOOR REFLECTED CEILING PLAN (DEMO)

AD150 ROOF PLAN (DEMO)

AD200 EXTERIOR ELEVATIONS (DEMO)

A-110 OVERALL FIRST FLOOR PLAN

A-120 OVERALL SECOND FLOOR PLAN

A-130 FIRST FLOOR REFLECTED CEILING PLAN

A-140 SECOND FLOOR REFLECTED CEILING PLAN

A-150 ROOF PLAN

A-160 AIR BARRIER PLAN

A-170 AIR BARRIER SECTION

A-200 EXTERIOR ELEVATIONS

A-300 BUILDING SECTIONS

A-500 PARTITION TYPES

A-510 FLOOR AND CEILING DETAILS

A-520 PERGOLA DETAILS

A-530 STAIR DETAILS

A-540 ROOF DETAILS

A-550 MISCELLANEOUS DETAILS

A-600 DOOR AND WINDOW SCHEDULES AND DETAILS

A-610 DOOR DETAILS

A-620 WINDOW DETAILS

GENERAL

SHEET NUMBER SHEET NAME

G-010 COVER SHEET

G-011 SHEET INDEX

ELECTRICAL

SHEET NUMBER SHEET NAME

E-001 ELECTRICAL LEGEND

ED110 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

ED120 SECOND FLOOR ELECTRICAL DEMOLITION PLAN

ED130 FIRST FLOOR ELECTRICAL CEILING AND LIGHTING DEMOLTION PLAN

ED140 FIRST FLOOR ELECTRICAL CEILING AND LIGHTING DEMLITION PLAN

ED901 ELECTRICAL EXISTING CONDITIONS

E-100 ELECTRICAL PLAN - UNIT SERVICES

E-110 FIRST FLOOR ELECTRICAL PLAN

E-120 SECOND FLOOR ELECTRICAL PLAN

E-130 FIRST FLOOR ELECTRICAL CEILING AND LIGHTING PLAN

E-140 SECOND FLOOR ELECTRICAL CEILING AND LIGHTING PLAN

E-301 ELECTRICAL ELEVATIONS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM AND PANEL SCHEDULES

E-701 LIGHTING FIXTURE SCHEDULE

E-702 LIGHTING PERFORMANCE SCHEDULE

INTERIORS

SHEET NUMBER SHEET NAME

IF110 OVERALL FIRST FLOOR FURNITURE PLAN

IF111 PARTIAL FIRST FLOOR FURNITURE PLAN - UNIT A

IF120 OVERALL SECOND FLOOR FURNITURE PLAN

IF121 PARTIAL SECOND FLOOR FURNITURE PLAN - UNIT A

IN110 OVERALL FIRST FLOOR ELEMENTS PLAN

IN111 PARTIAL FIRST FLOOR ELEMENTS PLAN - UNIT A

IN120 OVERALL SECOND FLOOR ELEMENTS PLAN

IN121 PARTIAL SECOND FLOOR ELEMENTS PLAN - UNIT A

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN204 INTERIOR ELEVATIONS

IN411 ENLARGED BATHROOM PLANS

IN412 ENLARGED KITCHEN PLAN

IN501 INTERIOR RESTROOM DETAILS

IN511 CASEWORK DETAILS

IN512 CASEWORK DETAILS

IN513 CASEWORK DETAILS

IN514 CASEWORK DETAILS

IN600 INTERIOR FINISH SCHEDULE

IN711 PARTIAL FIRST FLOOR FINISH PLAN

IN721 PARTIAL SECOND FLOOR FINISH PLAN

IN900 INTERIOR KITCHEN DIAGRAMS

MECHANICAL

SHEET NUMBER SHEET NAME

M-001 MECHANICAL ABBREVIATIONS, LEGENDS AND NOTES

MD110 FIRST FLOOR HVAC DEMOLITION PLAN

MD120 SECOND FLOOR HVAC DEMOLITION PLAN

M-110 OVERALL FIRST FLOOR HVAC PLAN

M-120 OVERALL SECOND FLOOR HVAC PLAN

M-410 ENLARGED FIRST FLOOR HVAC PLAN

M-420 ENLARGED SECOND FLOOR HVAC PLAN

M-500 MECHANICAL DETAILS

M-501 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

PLUMBING

SHEET NUMBER SHEET NAME

P-001 PLUMBING NOTES AND LEGEND

PD110 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD120 SECOND FLOOR PLUMBING DEMOLITION PLAN

P-110 OVERALL FIRST FLOOR PLUMBING PLAN

P-120 OVERALL SECOND FLOOR PLUMBING PLAN

P-300 PLUMBING SANITARY SECTIONS

P-410 ENLARGED FIRST FLOOR PLUMBING PLAN - SANITARY

P-411 ENLARGED FIRST FLOOR PLUMBING PLAN - DOMESTIC

P-420 ENLARGED SECOND FLOOR PLUMBING PLAN - SANITARY

P-421 ENLARGED SECOND FLOOR PLUMBING PLAN - DOMESTIC

P-500 PLUMBING DETAILS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-600 PLUMBING SCHEDULES

P-900 SANITARY PLUMBING RISER DIAGRAM

P-901 DOMESTIC PLUMBING RISER DIAGRAM

STRUCTURAL

SHEET NUMBER SHEET NAME

S-001 GENERAL NOTES & ABBREVATIONS

SD110 FOUNDATION DEMO PLAN

SD120 SECOND FLOOR DEMO PLAN

SD200 DEMO ELEVATIONS

SD310 DEMO FOUNDATION SECTIONS

SD311 DEMO FOUNDATION SECTIONS

SD320 DEMO FLOOR FRAMING SECTIONS

S-110 FOUNDATION PLAN

S-120 SECOND FLOOR PLAN

S-150 ROOF SLAB PLAN

S-200 ELEVATION

S-310 FOUNDATION SECTIONS

S-311 FOUNDATION SECTIONS

S-320 FLOOR FRAMING SECTIONS

S-330 ROOF FRAMING SECTIONS

S-510 TYPICAL CONCRETE DETAILS

S-511 TYPICAL CONCRETE DETAILS

S-512 TYPICAL OPENING DETAILS

S-570 TRELLIS SECTIONS AND DETAILS

S-571 TRELLIS SECTIONS AND DETAILS

FIRE PROTECTION

SHEET NUMBER SHEET NAME

F-001 BUILDING PROJECT DATA

F-110 LIFE SAFETY PLAN

FX110 FIRST FLOOR FIRE SUPPRESSION PLAN

FX120 SECOND FLOOR FIRE SUPPRESSION PLAN

FX410 ENLARGED FIRST FLOOR FIRE SUPPRESSION PLAN

FX420 ENLARGED SECOND FLOOR FIRE SUPPRESSION PLAN

FX900 FIRE SUPPRESSION RISER DIAGRAM AND DETAIL

TELECOMMUNICATIONS

SHEET NUMBER SHEET NAME

T-001 TELECOMMUNICATIONS LEGEND

TD110 FIRST FLOOR TELECOMMUNICATIONS DEMOLITION PLAN

TD120 SECOND FLOOR TELECOMMUNICATIONS DEMOLITION PLAN

T-100 TELECOMMUNICATIONS PLAN - UNIT SERVICES

T-110 FIRST FLOOR TELECOMMUNICATIONS PLAN

T-120 SECOND FLOOR TELECOMMUNICATIONS PLAN

2 4

16260 +/- 8130 +/- 8130 +/-

3760 +/- 8740 +/- 3760 +/-

16260 +/-

1930 +/- 6045 +/- 306 +/- 6045 +/- 1930 +/-

2220 +/- 2620 +/- 2620 +/- 2220 +/-

1 1

3 4 4

54 4

SD200

9 9

PER ARCH

2480 +/-

SD200

SD310

____________________________________________________ A7

SD310

OPP

SD310

SD311

SD310

TYP

2440 +/- 2440 +/-

SD311

2480 +/-

PER ARCH

4 4

14 14

4 4

13 13

C7 S-311

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON S-001

2. CONTRACTOR SHALL FIELD VERIFY EXISTING FOUNDATION

CONDITIONS PRIOR TO ANY UTILITY INSTALLATION.

ASSUMPTION WAS MADE THAT EXISTING FOUNDATIONS

ARE SHALLOW FOUNDATIONS. EXISTING CONDITIONS THAT

VARY FROM WHAT'S SHOWN ON THESE DRAWINGS SHALL

BE REPORTED TO COR. IF PILES AND PILE CAPS WITH

GRADE BEAMS ARE ENCOUNTERED PENETRATIONS ARE

NOT PERMITTED, CONTACT COR.

3. PROVIDE 53 SQUARE METERS (+/-) OF CONCRETE SLAB ON

GRADE DEMOLITION TO INSTALL NEW ELECTRICAL AND

PLUMBING ELEMENTS IN ADDITION TO EXTERIOR SLAB ON

GRADE AND DOOR STOOPS. ACTUAL QUANTITY OF

DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR

AND SHOULD NOT EXCEED WHAT IS NEEDED FOR

INSTALLATION OF PLUMBING AND ELECTRICAL. REFER TO

PLAN KEYNOTE 1 FOR EXISTING CONCRETE THICKNESS.

4. ALL NEW WALL OPENING DIMENSIONS ARE ROUGH

OPENING SIZES AND ARE TO BE VERIFIED BY THE

CONTRACTOR. REFER TO S-512 FOR OVERCUTTING AND

REINFORCING REQUIRED.

5. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON

THESE DRAWINGS SHALL BE FIELD VERIFIED BY THE

CONTRACTOR.

6. SEE ARCHITECTURAL DEMO PLANS FOR ALL (E) WINDOWS

AND DOOR FRAMES TO BE DEMOLISHED.

1. (E) 100mm CONCRETE SLAB ON GRADE TO BE REMOVED AS

REQ'D FOR UNDERGROUND PLUMBING INSTALLATION. AREA

SHOWN IS APPROXIMATE- REFER TO PLUMBING DRAWINGS ON

P/410. SAW CUT (E) SLAB WITH NEAT STRAIGHT LINES. REMOVE

DEMO'D PIECES IN SUCH A WAY TO NOT DAMAGE (E)

STRUCTURE.

2. (E) EXTERIOR 100mm CONCRETE SLAB ON GRADE TO BE

REMOVED IN ITS ENTIRETY.

3. REMOVE (E) PRE-CAST WINDOW SILL AND (E) 200mm

REINFORCED CONCRETE MASONRY WALL BELOW (E) WINDOW

SILL. REMOVAL OF MASONRY SHALL BE LIMITED TO WITHIN THE

WIDTH OF (E) WINDOW OPENING.

4. (E) DOOR OPENING.

5. (E) WINDOW OPENING.

6. (E) PRE-CAST JAMB TO BE REMOVED. PROVIDE NEW WINDOW

JAMB AT NEW LOCATION PER S-110.

7. (E) 100mm NON-LOAD BEARING WALLS TO BE DEMO'D PER

ARCH DRAWINGS.

8. (E) 100mm CONCRETE DOOR STOOPS TO BE REMOVED.

9. (E) 100mm CONCRETE SLAB ON GRADE TO BE REMOVED AS

REQ'D FOR ELECTRICAL. AREA SHOWN IS APPROXIMATE - REFER

TO ELECTRICAL DRAWINGS ON E-100. SAW CUT (E) SLAB WITH

NEAR STRAIGHT LINES. REMOVE DEMO'D PIECES IN SUCH A WAY

TO NOT DAMAGE (E) STRUCTURE.

10. (E) PRECAST JAMB TO REMAIN.

11. (E) 200mm CONCRETE BLOCK SEPARATION WALL AND

FOUNDATION TO BE REMOVED IN ITS ENTIRETY.

12. (E) 100mm CONCRETE EQUIPMENT PAD TO BE REMOVED.

13. (E) WINDOW OPENING - REMOVE (E) 200mm REINFORCED

MASONRY BELOW OPENING. P.I.P. CONCRETE LINTEL ABOVE

OPENING SHALL REMAIN IN PLACE.

14. REMOVE (E) PRECAST WINDOW SILL ONLY. REFER TO S-110

FOR NEW SILL REPLACEMENT.

15. (E) DECORATIVE WALL TO BE DEMOLISHED PER ARCH.

16. (E) DECORATIVE WALL TO REMAIN PER ARCH.

SHEET KEY NOTES

SHEET LEGEND

GENERAL DEMOLITION OF WALLS AND

CONCRETE SLABS

EXISTING TO REMAIN

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

N O

SD110

CT3

N D

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

C H

U M

M . O

C O

-4

B-

T3 -6

4_ R

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H O

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O R

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1 : 50A1 FOUNDATION PLAN- DEMOLITION

PLAN NORTH

0 1 2M

SCALE: 1:50

VARIES

ELEV

100mm CONCRETE SLAB

3mm MIN SAWED CUT

HARDBOARD INSERT ORCAULK W/

SEALANT PER

A4/S-510

CONTROL JOINT

CONSTRUCTION JOINT

DOWELS 19mm DIA X 400mm @ 300mm OC - LIGHTLY

OILED HALF LENGTH

50 50 CUT REINF. @ JOINT

T H

K N

N F.

50 50 CUT REINF. @ JOINT

3mm MIN SAWED CUT

HARDBOARD INSERT OR

CAULK W/

SEALANT PER

A4/S-510

NOTES:

1. SAW JOINT AS SOON AS SURFACE IS

FIRM ENOUGH NOT TO BE TORN OR

DAMAGED BY THE BLADE.

2. REFER TO E7/S-510 FOR TYPICAL

SLAB-ON-GRADE AND SUBBASE

DETAIL.

EQ PREPARED NATIVE MATERIAL

IN ACCORDANCE WITH

SPECIFICATION 31 00 00

CONCRETE SLABS ON

GRADE PER PLAN

0.38 mm VAPOR BARRIER

150mm CAPILLARY

WATER BARRIER.

REINF - REFER TO

FOUNDATION PLAN

COORDINATE TOP OF

STOOP ELEVATION WITH

CIVIL DRAWINGS

CONSTRUCTION

JOINT

200 200

80 80

(U .N

.O O

N P

NOTE: REFER TO DETAIL A1/S-310 FOR SECTION THROUGH STOOP.

D13 REINF

MIN LAP TYP

TYP WALL OR

SLAB REINF

ADD (1)-D16 DIAG X

1200mm

EACH CORNER AT EACH

LAYER

BEND DIAG REINF FOR

OPENING @ BASE OF

WALL

ADD (1)-D16

DIAG. X 1200mm

EACH CORNER

EACH AT EACH

LAYER

MIN LAP TYP

NOTE: SEE A1/S-511 FOR DOOR AND WINDOW REINFORCING

(TYP)

LAP

(TYP)

LAP

"T"

LONGITUDINAL STEEL

SEE FOOTING DETAILS

NOTE: TRANSVERSE REINFORCEMENT NOT SHOWN.

m m

ALTERNATE

DIRECTION

OF HOOK

D13 (CONT)

SEE PLAN FOR SLAB

THICKNESS AND REINF

D13 VERT WITH 90 STD HOOK

150mm THICK WALL

FINAL SAWCUT FOR JOINT

SEALANT RESERVOIR

TO 16mm MAX 13mm MIN

INITIAL SAWCUT

3mm MIN

INITIAL FINISHED

NON-MOISTURE

ABSORTIVE,

NON-REACTIVE BACKER

ROD TO FIT SNUG IN JOINT

NOTES:

1. JOINT SEALANT SHALL BE AS SPECIFIED BY THE FLOOR COATING MANUFACTURER, TO INSURE COMPATIBILITY.

2. JOINT SEALANT SHALL BE FLUSH WITH TOP OF SLAB WHEN NO FLOOR COATING IS SPECIFIED.

TABLE 1

100mm

SLAB-0N-GRADE

THICKNESS

DEPTH OF INITIAL

SAWCUT - S

25mm

W C

U T

F O

T, S

N T

R O

O M

H E

TO 16mm MAX 13mm MIN

PREPARED NATIVE

MATERIAL IN ACCORDANCE

WITH SPECIFICATION 31 00

FOOTING PER FOUNDATION

PLAN, REINFORCING NOT

SHOWN FOR CLARITY

150mm GRANULAR FILL

3 TURNS MINIMUM 40mm

TYP.

45.00°

12 GAGE WIRE

(TYP.)

CROSS RUNNERMAIN RUNNER

50mm MAX

45° SPLAY WIRE BRACING IN PLANES OF MAIN

RUNNER, ALL WIRES ATTACHED TO MAIN RUNNER.

FOUR DIRECTIONS AT 13.35M2 OF CEILING WITH

MAXIMUM SPACING OF 3650mm O.C., E.W.

92mm, 18 GA, STUD

COMPRESSION STUD OR HANGER

ROD PER ARCH

45.00°

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

S-510

CT3

C O

N C

E D

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

C H

U M

M . O

C O

-4

B-

T3 -6

4_ R

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H O

N G

O R

E A

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2T H

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NTSE1 SLAB CONTROL/CONTROL JOINT DETAIL

NTSE7 TYPICAL SLAB ON GRADE DETAIL

NTSA1 TYPICAL DOOR STOOP PLAN

NTSE4 TYPICAL OPENING REINFORCING DETAIL

NTSD1 TYPICAL STEPPED FOOTING DETAIL

NTSD4

TYPICAL SLAB TO INTERIOR WALL

CONNECTION DETAIL

NTSA4 CONTROL JOINT SEAL DETAILS

NTSD7 TYPICAL FOUNDATION DETAIL

N.T.SA7

TYPICAL SUSPENDED CEILING SPLAY

BRACING

UP UP

REF.

A-200 E1

A-200 E6

A-200 A6

A-200 A1

LIVING ROOM

A109

DINING

A108

DINING

B108

LIVING ROOM

B109

KITCHEN

B107 LAUNDRY

B103LAUNDRY

A103

BATH

A102

BATH

B102

CLOSET

B105

STAIR

A110

Y A1

CLOSET

A105

A1 A-300

KITCHEN

A107

104 104

ES50

S100

W1 W1

W2 W2

W1W1

INFILL EXISTING

WINDOW AND DOOR

OPENINGS; SEE STRUC

S100

S100a

ES50 1/2

1120 1875

1 4

PROVIDE FURRING AT

INTERIOR SURFACE OF

EXTERIOR WALLS;

SEE PARTITION TYPES

AND FINISH SCHEDULE

PERGOLA ABOVE,

SEE A-520

CONCRETE COLUMN,

SEE A-520 AND STRUCTURAL

NEW CONCRETE PATIO,

SEE A4-A510 AND STRUCTURAL

UTILITY

A111

EXTERIOR

STORAGE

A112

EXTERIOR

STORAGE

B112

UTILITY

B111

PANTRY

A106

PANTRY

B106

NEW CONCRETE

CONSTRUCTION;

SEE STRUCTURAL

NEW WALL HUNG

MECHANICAL EQUIPMENT;

SEE MECHANICAL SHEETS

NEW STAIR HANDRAIL

AND METAL GUARD TO

MEET CURRENT LIFE

SAFETY CODE; SEE A-530

NEW WALL MOUNTED

MECHANICAL EQUIPMENT;

SEE MECHANICAL

NEW KITCHEN LAYOUT;

SEE INTERIOR ELEVATIONS

NEW WATER HEATER

AND EQUIPMENT;

SEE PLUMBING

INFILL EXISTING

DOOR OPENINGS;

SEE STRUCTUAL

NEW DOWNSPOUT -

PROVIDE CONCRETE

SPLASHBLOCK;

SEE A-200

NEW DOWNSPOUT -

PROVIDE CONCRETE

SPLASHBLOCK;

SEE A-200

NEW CASED OPENING;

SEE STRUCTUAL

ES50 1/21ES50

ES50 1/2

S100r

S100a

ES50 1/2

1ES50

ES50

ES50 1/2ES50 1/2

S100S100

ES50 1/2

C200C200C200

S100

C200

2440 725

52 3

UNIT BUNIT A

IN411

NEW CONCRETE

STOOP AND COLUMNS;

SEE STRUCTURAL

S200a

1350 +/-

8050 +/-

C200 1/2

S100

GENERAL SHEET NOTES

1. NEW CONSTRUCTION BUILDING GROSS AREA 295 GSM

2. UNITS ARE SYMETRICAL ABOUT GRID LINE 3

3. NOTES, DIMS, ETC APPLY TO ALL UNITS

4. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

5. SEE CIVIL, STRUCTURAL, ELECTRICAL, TELECOMMUNICATIONS,

MECHANICAL, PLUMBING FOR ADDITIONAL INFORMATION

6. SEE A-500 FOR PARTITION TYPES

7. SEE A-600 FOR DOOR AND WINDOW SCHEDULES

8. SEE INTERIORS FOR FINISH SCHEDULE

9. SEE IF110 THROUGH IF121 FOR FFE PLANS

10. ALL EXTERIOR DIMENSIONS ARE FROM EXTERIOR FACE OF

CONCRETE OR FROM EDGE OF ROUGH OPENING

11. ALL INTERIOR DIMENSIONS ARE FROM FACE OF CONCRETE OR

FROM EDGE OF STUD OR FROM EDGE OF ROUGH OPENING

12. ALL WINDOWS AND DOORS SHALL BE REPLACED WITH NEW IN

EXISTING LOCATION UNLESS NOTED OTHERWISE.

13. ALL INTERIOR WALL SURFACES SHALL BE FURRED, INSULATED,

AND FINISHED AS NOTED PER PARTITION TYPE; SEE A-500

14. FILL PATCH AND REPAIR ALL EXISTING CONCRETE WALLS

INCLUDING PREVIOUS MECHANICAL DUCT OPENINGS

15. FOR NEW CONCRETE FLOOR SLAB, PATIO, AND STOOPS; SEE SPEC

03 30 53

16. CONCRETE SPLASH BLOCKS SHALL BE PROVIDED AT ALL

DOWNSPOUT LOCATIONS; SEE A-200

SHEET LEGEND

GENERAL NEW CONSTRUCTION OF WALLS AND

EQUIPMENT

EXISTING TO REMAIN

MISCELLANEOUS NEW DOORS, WINDOWS, AND

FIXTURES

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

A-110

CT3

O R

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

B-

T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

H O

N G

O R

E A

O , A

Y D

2T H

Y, M

A D

5m m G

W B

O N

C R

D D

O N

1 : 50A1 OVERALL FIRST FLOOR PLAN

PLAN NORTH

0 1 2M

SCALE: 1:50

2 2

GENERAL SHEET NOTES

1. NEW CONSTRUCTION BUILDING GROSS AREA 295 GSM

2. UNITS ARE SYMETRICAL ABOUT GRID LINE 3

3. NOTES, DIMS, ETC APPLY TO ALL UNITS

4. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

5. SEE CIVIL, STRUCTURAL, ELECTRICAL, TELECOMMUNICATIONS,

MECHANICAL, PLUMBING FOR ADDITIONAL INFORMATION

6. SEE A-500 FOR PARTITION TYPES

7. SEE A-600 FOR DOOR AND WINDOW SCHEDULES

8. SEE INTERIORS FOR FINISH SCHEDULE

9. SEE IF110 THROUGH IF121 FOR FFE PLANS

10. ALL EXTERIOR DIMENSIONS ARE FROM EXTERIOR FACE OF

CONCRETE OR FROM EDGE OF ROUGH OPENING

11. ALL INTERIOR DIMENSIONS ARE FROM FACE OF CONCRETE OR

FROM EDGE OF STUD OR FROM EDGE OF ROUGH OPENING

12. ALL WINDOWS AND DOORS SHALL BE REPLACED WITH NEW IN

EXISTING LOCATION UNLESS NOTED OTHERWISE.

13. ALL INTERIOR WALL SURFACES SHALL BE FURRED, INSULATED,

AND FINISHED AS NOTED PER PARTITION TYPE; SEE A-500

14. FILL PATCH AND REPAIR ALL EXISTING CONCRETE WALLS

INCLUDING PREVIOUS MECHANICAL DUCT OPENINGS

15. FOR NEW CONCRETE FLOOR SLAB, PATIO, AND STOOPS; SEE SPEC

03 30 53

16. CONCRETE SPLASH BLOCKS SHALL BE PROVIDED AT ALL

DOWNSPOUT LOCATIONS; SEE A-200

SHEET LEGEND

GENERAL NEW CONSTRUCTION OF WALLS AND

EQUIPMENT

EXISTING TO REMAIN

MISCELLANEOUS NEW DOORS, WINDOWS, AND

FIXTURES

A-200 E1

A-200 E6

A-200 A6

A-200 A1

BEDROOM

A115

BEDROOM

A117

HALLWAY

A113

STAIR

A110

BATH

A114

BEDROOM

B115

BEDROOM

B117

HALLWAY

B113

STAIR

B110

BATH

B114

BEDROOM

A116

BEDROOM

B116

MASTER BATH

B118

A1 A-300

S100a

W3 W1W3

W3 W3 W3 W3

SOFFIT ABOVE

1 4

S100a

ES50 1/2

S100a

S100aS100a

ES50 1/2

3050 +/- 815 17

1625 4520 +/- 815

1535 815

1ES50

ES50 1/2

S100 ES50

ES50 1/2

S100

52 3

UNIT BUNIT A

IN411

LINEN

A122

HALF HEIGHT WALL

900MM AFF

A8 A-540

MASTER BATH

A118

NEW TILE ROOF, SEE A-150

LINEN

B122

122122

S200a

0 S100

MECHANICAL EQUIPMENT;

SEE MECHANICAL

MECHANICAL EQUIPMENT;

SEE MECHANICAL

MECHANICAL EQUIPMENT;

SEE MECHANICAL

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

A-120

CT3

C O

N D

O R

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

B-

T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

H O

N G

O R

E A

O , A

Y D

2T H

Y, M

1 : 50A1 OVERALL SECOND FLOOR PLAN

PLAN NORTH

0 1 2M

SCALE: 1:50

1. SEE A-110 FOR ARCHITECTURAL FLOOR PLAN.

2. COORDINATE DESIGN AND INSTALLATION OF INSULATION, AIR &

VAPOR BARRIER ASSEMBLIES WITH ROOF AND WALL SYSTEMS TO

ENSURE CONTINUOUS THERMAL AND AIR INFILTRATION

PROTECTION.

3. THE CONTRACTOR SHALL COMPLETE THE AIR BARRIER DESIGN

AND PROVIDE A COMPLETE AIR BARRIER SYSTEM AS DESCRIBED IN

SPECIFICATION 07 27 00.00 10, BUILDING AIR BARRIER SYSTEMS.

4. ALL PENETRATIONS THRU THE AIR BARRIER MUST BE RE-SEALED.

IF PENETRATIONS OF THE CONTINUOUS AIR BARRIER PLANE ARE

NOT OF THE AIR PERMEANCE DEFINED BY SPECIFICATION 07 27

10.00 10, JOIN AND SEAL WITH A PRODUCT MEETING THE

ASSEMBLY, THE INTERFACE BETWEEN THE ASSEMBLY, AND THE

AIR BARRIER FOR CONTINUITY.

SHEET NOTES

TESTED AREA

SHEET LEGEND

UNTESTED AREA

AIR BARRIER / MOISTURE BARRIER

AND VAPOR RETARDER

E ABCD

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

A-170

CT3

R S

O N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

B-

T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

H O

N G

O R

E A

O , A

Y D

2T H

Y, M

C H

O R

O N

1 : 50A1 AIR BARRIER SECTION

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E ABCD

DINING

A108

BEDROOM

A116

BEDROOM

A117

UTILITY

A111

EXTERIOR

STORAGE

A112

KITCHEN

A107

A-540 D6

A-540 D1

PLUMBING EQUIPMENT;

SEE PLUMBING SHEETS

ELECTRICAL EQUIPMENT;

SEE ELECTRICAL SHEETS

NEW PVC DOWNSPOUT, PROVIDE

SPLASH BLOCKS AT GRADE; TYPICAL

NEW CONCRETE ROOF WITH

ROOF TILES; SEE A-540

NEW WINDOWS AND

PRECAST SILLS; SEE A-600

NEW CONCRETE ROOF

CURB; SEE STRUCTURAL

NEW 125MM RIGID INSULATION

TO UNDERSIDE OF EXISTING

CONCRETE ROOF SLAB

50MM RIGID INSULATION AND

FURRING STRIPS WITH GYPSUM

ON INTERIOR SURFACE OF

EXTERIOR WALLS

A-540 A8

FOR EXISTING AND NEW

PLUMBING PENETRATIONS

SEE PLUMBING SHEETS

FLUID APPLIED MEMBRANE

OVER EXISTING CONCRETE

ROOF SLAB; SEE A-540

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

A-300

CT3

G S

O N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C . B

R O

W N

C . B

R O

W N

N O

-4

B-

T3 -6

4_ R

_A I

FINAL - READY TO ADVERTISE

H O

N G

O R

E A

O , A

Y D

2T H

Y, M

C H

O R

O N

1 : 50A1 BUILDING SECTION

0 1 2M

SCALE: 1:50

UL: NONE

FIRE RATING: 1 HOUR

STC RATING: 50 MIN

200MM EXISTING CONCRETE TO

UNDERSIDE OF CONCRETE SLAB

1 LAYER 12.5MM GWB ON 50MM MTL

STUD BOTH SIDES TO UNDERSIDE

CONCRETE SLAB

1ES50

UL: NONE

FIRE RATING: NONE

STC RATING: NONE REQUIRED

100MM METAL STUDS @ 450MM O.C.

1 LAYER 12.5MM GWB EACH SIDE TO

UNDERSIDE OF CONCRETE SLAB

S100

UL: NONE

FIRE RATING: NONE

STC RATING: 43-44

100MM METAL STUDS @ 450MM O.C.

1 LAYER 12.5MM GWB EACH SIDE TO

UNDERSIDE CONCRETE SLAB

SOUND ATTENUATION

S100a

UL: NONE

FIRE RATING: NONE

STC RATING: NONE REQUIRED

200MM CONCRETE TO UNDERSIDE

OF ROOF SLAB.

C200

UL: NONE

FIRE RATING: NONE

STC RATING: 43-44

100MM METAL STUDS @ 450MM O.C.

1 LAYER 12.5MM GWB EACH SIDE TO

UNDERSIDE CONCRETE SLAB

SOUND ATTENUATION AND RIGID

INSULATION

S100r

EXTERIOR

INTERIOR

UL: NONE

FIRE RATING: NONE

STC RATING: 50 MIN

200MM EXISTING CONCRETE TO

UNDERSIDE OF ROOF SLAB.

1 LAYER 12.5MM GWB ON 50MM MTL

STUD TO UNDERSIDE CONCRETE SLAB

25mm RIGID INSULATION (R-6 MIN.)

ES50 1/2

UL: NONE

FIRE RATING: NONE

STC RATING: 43-44

TWO 100MM METAL STUDS SIDE-BY-

SIDE @ 450MM O.C.

1 LAYER 12.5MM GWB EACH SIDE TO

UNDERSIDE CONCRETE SLAB

SOUND ATTENUATION

S200a

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

200MM EXISTING CONCRETE TO

UNDERSIDE OF CONCRETE SLAB

1 LAYER 12.5MM GWB ON 50MM MTL

STUD BOTH SIDES TO UNDERSIDE

CONCRETE SLAB

ES50

UL: NONE

FIRE RATING: NONE

STC RATING: NONE REQUIRED

200MM CONCRETE TO UNDERSIDE

OF ROOF SLAB.

1 LAYER 12.5MM GWB ON HALLWAY SIDE

C200 1/2

SHEET NOTES

1. FIRE RATING OF PARTITIONS SHALL BE AS INDICATED AND

CONSISTENT WITH THE UL DESIGN NOTED. CONSTRUCT ALL

RATED WALLS TO COMPLY WITH THE UL DESIGN

REQUIREMENTS.

2. PROVIDED FIRE BLOCKING AT ALL RATED WALLS.

COORDINATE BLOCKING REQUIREMENTS WITH UL DESIGN

INDICATED.

3. FIRE RATED WALLS AND CEILINGS SHALL HAVE PERIMETER

FIRE SAFING AT ALL VOIDS. PROVIDE FIRE STOPPING

CONSISTENT WITH WALL RATING AND SPECIFICATIONS AT

PENETRATIONS.

4. ACOUSTICAL WALLS SHALL BE CONSTRUCTED WITH

CONTINUOUS NON-HARDENING PERIMETER ACOUSTIC

SEALANT. OFFSET WALL PENETRATIONS (SUCH AS OUTLETS,

SWITCH BOXES, ETC.) AT LEAST 24" HORIZONTALLY. SEAL ALL

PENETRATIONS WITH ACOUSTIC SEALANT. FILL ALL VOIDS @

METAL DECK WITH SOUND ATTENUATION BATT INSULATION.

5. PROVIDE ACOUSTICAL INSULATION AND GWB TO MEET THE

STC RATING INDICATED.

6. IMPACT RESISTANT GWB SHALL BE USED AS INDICATED

ON THE INTERIOR FINISH SCHEDULE.

7. MOISTURE RESISTANT GWB SHALL BE USED AS INDICATED

ON THE INTERIOR FINISH SCHEDULE.

8. CEMENT BOARD SHALL BE USED AS INDICATED ON THE

INTERIOR…

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File details come from the government source that posted it. Updated Feb 27, 2020.