AM-0005_Drawings.pdf

PDF 7 MB Posted Aug 4, 2012

Attached to: FY11 MCA PN 64760, Training Support Center Upgrade, Oahu, Hawaii
Solicitation number: W9128A12B0007
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

About this file

From the source

AM-0005 Drawings

View the file

Other files

File	Type	Posted
12b7_abstract_OFFICIAL.pdf	PDF	Aug 9, 2012
12b7-am5.pdf	PDF	Aug 4, 2012
AM-0002_Specs.pdf	PDF	Jul 11, 2012
AM-0002.pdf	PDF	Jul 11, 2012
AM-0001.pdf	PDF	Jul 9, 2012

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

P M

IF A

rc h it e c tu ra l S e c ti o n

R N

2 5

B fiof Engineers

US Army Corps

D w n b y

D e s ig n e d b y

D a t e

R e v

S u b m it t e d b y

D e s c r ip t io n D a t e

M a r k

F il e n a m e

A p p r

C h k d

A p p r

C h k d

C h ie f

D e s ig n f il e n r a w in g c o d lo t d a t t s c a le

F Y M

C A P

S C

H O

L D B

A R

R A

C K

O A

H U

H A

W A

U .S

A R

M Y E

N G

E E

R D

C E

O N

O L

U L

H A

N B

R A

N C

H H

O N

O L

U L

U E

N G

E E

R D

T R

Honolulu District

Identification:

Sheet

3 4

T R

G S

U P

P O

R T C

E N

T E

Sheet of

Location code:

Drawing no.

141-29-001 s b -T

S C

G I0

.d g n

/2 /2

L O

T S

C A

L E

/2 /2

M O

D E

L N

A M

P o h -n e ta p p \c a d \d e s ig n s \B

P ro je c ts

X M \1 s b \C o n

D o c s \C

A D

S h e e ts \G e n e ra l\ s b -T

S C

G I0

.d g n

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l

P o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p lt c fg \P

D F -A

E C v .p lt c fg

S h e e t

R T

A M

A Y

GI002

E X O

F D

R A

G S

INDEX OF DRAWINGS

a /2

A T

E D R

E V

N S

T A

T U

S b

E L

T G b

A T

E D R

E V

N S

T A

T U

S b

E L

T G a a b b b b

SCALE: 1’’= 30’

60FT 30 15 30

CS102SCALE: 1"=30’

MATCH LINE SEE SHEET CS103.

SITE PLAN - 1

E P

L A

N b b A

D D

E D P

R O J E

C T S

E H

L T

E H

C iv il S e c ti o n

W Y

2 5

B fiof Engineers

US Army Corps

D w n b y

D e s ig n e d b y

D a t e

R e v

S u b m it t e d b y

D e s c r ip t io n D a t e

M a r k

F il e n a m e

A p p r

C h k d

A p p r

C h k d

C h ie s ig n f il e n a w in g c o d t d a t t s c a

C A P

S C

H O

L D B

A R

R A

C K

O A

H U

H A

A R

M Y E

N G

E E

R D

C E

O L

U L

H A

N B

R A

N C

H H

O N

O L

U L

U E

N G

E E

R D

T R

Honolulu District

Identification:

Sheet

3 4

T R

G S

U P

P O

R T C

E N

T E

Sheet of

Location code:

Drawing no.

141-29-001 s b

C S m a in .d g n

/1 /2

L O

T S

C A

L E

/1 /2

M O

D E

L N

A M

P o h -n e ta p p \c a d \d e s ig n s \B

P ro je c ts

X M \1 s b \C o n

D o c s \C

A D

S h e e ts \C iv il \1 s b

C S m a in .d g n

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l

P o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p lt c fg \P

D F -A

E C v .p lt c fg

A N

S I-

D S h e e t

R T

A M

A Y

ROAD B

D D

.0 T

Y P

26.0’ 11.0’ 26.0’11.0’

11.0’ 26.0’ 16.0’ 26.0’ 24.5’

180.0’

153.0’ 16.0’

100.0’

50.0’

T Y

10.0’

3.0’ (TYP)

.0 (T

Y P

’1

°2

’3

’1

ZONE

CLEAR

10.0’

Z O

N E

C L E

A R

12.0’

ELEV=972.88 FT.

1,615,256.95 E 113,063.11 N

(BRASS DISK)

S.RANGE-5

OF ROAD PVMT

FY09 GTA EDGE

SEE DETAIL

BIKE RACK SLAB

83.5’ 50°02’16"

201.0’ 50°02’16"

117.50’ 50°02’16"

62.0’ 50°02’16"

122.44’ 50°02’16"

10.0’

10.0’65.0’

1+002+003+004+005+00

C-514

NOTES

10.0’

38.0’ 10.0’

124.0’ 50°02’16"

1.0’ 50°02’16"

241.5’ 50°02’16"

C-509

SHT CS-104

SEE INSET SITE PLAN-3,

END ROAD "A"

STATION 5+10.5

Z O

N E

C L E

A R

10.0’

C-501

SEE DET

RIDING CONNECTION,

PROVIDE SMOOTH

C-501

SEE DETAIL

RIDING CONNECTION

PROVIDE SMOOTH

END ROAD "B"

OPTION #1

OPTION ROAD AC PAVEMENT, SEE NOTE 5.

SEE DETAIL

POV PARKING AREA LEGEND

9 10 11

SEE NOTE 9.

SEE NOTE 6.

AC PAVEMENT,

SEE NOTE 4

CLEAR ZONE,

SEE NOTE 11.

CONC CURB,

SEE NOTE 11.

CONC CURB,

SEE NOTE 10.

PERMEABLE PAVERS,

RADIUS

ANGLE

SWEEP

DELTA

NORTHING

POINT

CENTER

RADIUS

EASTING

POINT

CENTER

RADIUS

DATA

CURVE

1615086.71 E 113152.45 N 90°20 1

1615077.78 E 113139.75 N 90°5 2

1615108.59 E 113110.77 N 90°10 3

1614901.55 E 112932.79 N 60°20 4

1614893.07 E 112981.05 N 60°29 5

1614843.31 E 112964.14 N 90°20 6

1614901.60 E 112997.34 N 90°20 7

1614894.98 E 112986.56 N 90°8 8

1614905.72 E 112991.65 N 90°5 9

1615051.10 E 113110.87 N 90°3 10

1615047.89 E 113114.70 N 90°8 11

1615036.12 E 113110.06 N 90°20 12

1614767.65 E 113007.73 N 90°50 13

1614904.95 E 113083.64 N 90°20 15

1614898.40 E 113138.17 N 90°10 16

1615072.39 E 113283.97 N 90°10 17

1615095.53 E 113248.56 N 90°5 18

1615109.60 E 113255.13 N 90°20 19

1615059.01 E 113212.74 N 90°20 20

1615065.64 E 113223.52 N 90°8 21

1615062.43 E 113227.35 N 90°3 22

1614940.56 E 113125.22 N 90°3 23

1614943.77 E 113121.39 N 90°8 24

1614955.54 E 113126.03 N 90°20 25

SEE NOTE 11.

CONC CURB,

22 21

SEE NOTE 5

AC PAVEMENT,

SEE NOTE 6

AC PAVEMENT,

SEE NOTE 11.

CONC CURB,

SEE NOTE 5

AC PAVEMENT,

1614862.69 E 113087.37 N 90°50 14

227.0’

3.0’

ROAD SHOULDER

FY09 GTA PROJECT

PAVED SWALE

FY09 GTA PROJECTSEE NOTE 1.

SEE DETAIL

4.0’ W x 8.0’ L, CONC SLAB

SEE NOTE 1.

SEE DETAIL

4.0’ W x 8.0’ L, CONC SLAB

SEE SHT C-512

FENCE, TYPE FE6-TWB-72,

6’ HIGH CHAIN LINK SECURITY

SEE NOTE 12.

E 1,614,919.57 N 113,460.11

SEE NOTE 12.

E 1,615,011.20 N 113,350.76

STAND, SEE DETAIL

CONCRETE HARD

TYPE FE5-TWB-72, SEE SHT C-512

SEPARATION FENCE,

6’ HIGH CHAIN LINK

TYPE FE5-TWB-72, SEE SHT C-512

SEPARATION FENCE,

6’ HIGH CHAIN LINK

RAS

S .0

SEE SHT C-512

TYPE FE6-TWB-72S,

SECURITY FENCE,

6’ HIGH CHAIN LINK

OTHERS)

(INSTALLED BY

4-VRTC TRAILERS,

LOCATION FOR

30’

C-509

C-516

1&2

C-516

5° ’0 3"

E 1,615,198.71

N 113,288.05

CENTERLINE

MELLICHAMP ROAD

STATION 50+87.02

ROAD "A"=

STATION 0+00.06

1615105.23 E 113290.61 N 90°50 26

1615184.88 E 113195.57 N 90°50 27

SEE DETAIL

RIDING CONNECTION,

PROVIDE SMOOTH

BEGIN ROAD "A"

@ BUILDING CORNER

SECURITY FENCEEND 6’ HIGH

225’25’

GTA WATER TANK ROAD

PVMT ROAD TO FY09

CONNECT TSC AC

FENCE, TYPE FE6-TWB-72

BEGIN 6’ HIGH SECURITY

FENCE, TYPE FE5-TWB-72

END 6’ HIGH SEPARATION

LIMITS

PROJECT

TSC

SEE SHT C-512

TYPE FE6-TWB-72S,

SECURITY FENCE,

6’ HIGH CHAIN LINK

SPOT ELEVATIONS.

GRADING PLAN

GRADE, SEE

CURB ON FINISHED

CURB TO FLUSH

TRANSITION 6"

C-507

40’

E 1,614,715.86 N 112,922.00 E 1,614,738.85

N 112,941.27 SEE NOTE 2.

SEE SIM DETAIL

RIP RAP AREA,

6" DIAMETER

TANK ROAD

FY09 GTA WATER

CONNECT TO

C-513

NOTE 13.

SEE

NOTE 13.

SEE

SWALE

GTA

FY09 NOTE 14.

SEE

PAVED SWALE

FY09 GTA PROJECT

ROAD SHOULDER

FY09 GTA PROJECT

TSC PROJECT LIMITS

& DETAIL

SEE SHT CG101

SWALE/ROAD.

CONCRETE

30’ LONG

30’ WIDE X

E 1,614,801.98 N 112,991.64

E 1,614,804.26 N 113,017.55

NOTE 11.

SEE

CURB,

CONC

102.5’

24.0’

SEE NOTE 3

& ROCKS (TYP),

CONC HEADER

SEE NOTE 3

& ROCKS (TYP),

CONC HEADER

T T

C-501

3&7

C-501

TSC PROJECT LIMITS

GTA FENCE

CONNECT TO FY09

TYPE FE5-TWB-72 FENCE,

BEGIN TSC 6’ HIGH

SWALE DETAIL

TO A.C. SEE GTA

BETWEEN DRIVEWAY

SWALE TRANSITION

SWALE. PROVIDE

REPAIR GTA A.C.

C-513

ADDITIONAL NOTES

NOTE 15.

SEE SHT C-513 &

FE5-72-DO-RA-14,

TYPE

FENCE GATE,

CHAIN LINK

14’ WIDE

6’ HIGH x

C-513 & NOTE 15.

72-DO-RA-26, SEE SHT

FENCE GATE, TYPE FE6-

CHAIN LINK SECURITY

6’ HIGH x 26’ WIDE

SEE SHT C-513 & NOTE 15.

TYPE FE6-72-DO-RA-26,

LINK SECURITY FENCE GATE,

6’ HIGH x 26’ WIDE CHAIN

14. CONNECT TO FY09 GTA SWALE.

13. REPAIR FY09 GTA WATER TANK ROAD, SEE DETAIL

12. NORTHING AND EASTING TO BUILDING CONCRETE CORNER.

11. FOR CONCRETE CURB, SEE DETAILS

10. PERMEABLE PAVER HATCHING IS NOT TO SCALE ON THIS PLAN. SEE DETAILS

9. CONCRETE FLUSH CURB, SEE DETAIL

8. ALL DIMENSIONS TO CURBS ARE TO ADJACENT A.C. ROAD OR PARKING.

AND SHEET C-508.

FOR CLARITY ON PLAN. SEE SIGNAGE DETAIL

SHOWN ON THE UTILITY SHEET CU-101. SIGN SYMBOLOGY SCALE EXAGGERATED

THE FACE OF THE SIGN. FACE ALL SIGNAGE OUTWARD AWAY FROM RDS

7. SIGNAGE (TYPICAL OF 2). DIMENSIONS OF NORTHING AND EASTING IS AT

6. FOR AC PAVEMENT IN POV PARKING AREAS

STALLS, SEE DETAIL .

5. FOR AC PAVEMENT IN ALL OTHER AREAS OTHER THAN PARKING

(SECURITY OR SEPARATION CHAIN LINK FENCE).

4. 10’ CLEAR ZONE SHALL BE GRASSED ON BOTH SIDES OF FENCE

3. ROCKS AND HEADER, SEE DETAIL .

2. 2 EACH TRASH ENCLOSURE (T), SEE SHEET C-511.

DOORWELL LOCATIONS.

1. CENTER SLAB TO CENTER OF DOORWELL. SEE ARCH DWGS FOR

15. FOR ALL CHAIN LINK GATES WITH LOCKS, THE COR SHALL PROVIDE KEYS TO THE FIRE DEPARTMENT HAVING JURISDICTION OF THE FACILITY.

SEE DETAIL

4.0’ W x 5.0’ L, CONC SLAB

SEE DETAIL

4.0’ W x 5.0’ L, CONC SLAB

C-514

16’45’27’171’

OTHERS)

(INSTALLED BY

MOUNTED AGTS

TRAILER

9’

SEE NOTE 7.

E 1,615,110.90

N 113,172.07

SEE NOTE 7.

E 1,615,166.09

N 113,174.50

TSC PROJECT LIMITS

510.44’ 50°02’16" (TOTAL LENGTH ROAD "A" CENTERLINE FROM STA 0+00.06 TO STA 5+10.50)

DWG SHT AG601.

ARCHITECTURAL

SEE DETAIL A4,

SIGN TYPE B3,

12’

2 5

B fiof Engineers

US Army Corps

D w n b y

D e s ig n e d b y

D a t e

R e v

S u b m it t e d b y

D e s c r ip t io n D a t e

M a r k

F il e n a m e

A p p r

C h k d

A p p r

C h k d

C h ie s ig n f il e n a w in g c o d t d a t t s c a

C A P

S C

H O

L D B

A R

R A

C K

O A

H U

H A

A R

M Y E

N G

E E

R D

C E

O L

U L

H A

N B

R A

N C

H H

O N

O L

U L

U E

N G

E E

R D

T R

Honolulu District

Identification:

Sheet

3 4

T R

G S

U P

P O

R T C

E N

T E

Sheet of

Location code:

Drawing no.

141-29-001 s b

C -0 n o te s .d g n

/2 /2

L O

T S

C A

L E

/2 /2

M O

D E

L N

A M

P o h -n e ta p p \c a d \d e s ig n s \B

P ro je c ts

X M \1 s b \C o n

D o c s \C

A D

S h e e ts \C iv il \1 s b

C -0 n o te s .d g n

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l

P o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p lt c fg \P

D F -A

E C v .p lt c fg

S h e e t

R T

A M

A Y

E H

C iv il S e c ti o n

W Y

A N

D L

E G

E N

D C

O T

E S

A B

B R

E V

N S

ABBREVIATIONSCIVIL NOTES:

CIVIL UTILITY NOTES:

AVE

ARV

ARCH

APPROX

ALUM

DWG

DMH

DCV

DIAG

DIA

DET

DDC

FLR

FIN

FHY,FH

L OR LG

RSTA

RPP

REQ’D

REINF

RCP

AVENUE

AIR RELIEF VALVE

ARCHITECT

APPROXIMATELY

ALUMINUM

ABANDONED

ASPHALT CONCRETE

FEET

FIRE SPRINKLER

FLOOR

FINISHED

FIELD INLET

FIRE HYDRANT

FINISHED FLOOR

LOW POINT, LOW PRESSURE WL, OR LIGHT POLE

LINEAR FEET

LAWN DRAIN

LENGTH

RECONNAISANCE, SURVEILLANCE, TARGET AQUISITION

REDUCED PRESSURE PRINCIPLE

REQUIRED

REINFORCED

ROAD

REINFORCED CONCRETE PIPE

RADIUS

VERT

UNICOF

UG/E

VERTICAL

UTILITY POLE

UNIFIED COMPANY OPERATIONS FACILITY

UNDERGROUND PRIMARY ELECTRICAL LINE

UNDERGROUND ELECTRICAL LINE

EACH WAY

EXISTING

EXPANSION/ EXPOSED

ENCLOSURE

ELEVATION

ELECTRICAL MANHOLE

ELECTRICAL

EDGE OF ASPHALT CONCRETE

EACH

EAST/ELECTRICAL/EXISTING

TYPICAL

TRENCH DRAIN

TOP OF STEM

TOP OF WALL

TOP OF WALK

TOP OF VALVE

TOP TRENCH DRAIN

TOP OF PAVEMENT

TOP OF LAWN DRAIN

TOP OF GRAVEL

TOP OF CONCRETE/ CURB

TOP OF BANK

TOP

TELEVISION BOX

TYP

TWL

TWK

TLD

TV BOX

LEGEND

EXISTINGREMOVAL/RELOCATION NEW DESCRIPTION

BUILDING / STRUCTURE

CONCRETE PAVEMENT

TREES / VEGETATION

SPOT ELEVATION

ELEVATION IN FEET

CONTOUR LINE WITH

SIZE IN INCHES

DRAIN LINE WITH

SIZE IN INCHES

SEWER LINE WITH

SEWER MANHOLE

HPW

HORIZ

H/C

HTMH

SIZE IN INCHES

WATER LINE WITH

WATER VALVE

FIRE HYDRANT WITH

WATER VALVE

LIGHT POLE

OVERHEAD ELECTRICAL LINE

UTILITY POLE W/ GUY ANCHOR

TELECOMMUNICATION MANHOLE

W/ HAWAIIAN TELEPHONE BOX

TONED COMMUNICATION LINE

TONED ELECTRICAL LINE

ELECTRICAL LINE

TONED UNDERGROUND

W/ TRANSFORMER

ELECTRICAL MAHNOLE

CUT & CAP OR CUT & PLUG

H=15 S=20 D=4

BANYAN

X X

SMH

WATER & SEWER OUTAGE NOTES:

DEMOLITION NOTES:

ONLY IF IT WOULD RESULT IN A SHORTER TEMPORARY OUTAGE.

MINIMIZING WATER OUTAGES ARE ALLOWED, AS APPROVED BY THE CONTRACTING OFFICER,

BLOCKS, ETC. PRIOR TO CONNECTION TO EXISTING WATER MAINS. OTHER METHODS OF

NEW TSC WATER MAINS AND LATERALS, INCLUDING PLACEMENT & CURING OF CONCRETE

4. TO MINIMIZE DISRUPTIONS TO WATER SERVICE, CONTRACTOR SHALL CONSTRUCT

WITH DRAWING AND SPECIFICATION REQUIREMENTS.

WITH EXISTING VALVING AND TEE CONNECTIONS SHALL BE PROVIDED IN ACCORDANCE

3. CONNECTION POINTS TO EXISTING WATER MAINS SHALL BE ISOLATED

BY THE PROPOSED OUTAGE & ESTIMATED LENGTH OF OUTAGE.

ANY UTILITY OUTAGE. CONTRACTOR SHALL PROVIDE A LIST OF ALL FACILITIES AFFECTED

CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER A MINIMUM OF 30 DAYS PRIOR TO

AFFECTED BY THE OUTAGE AT NO ADDITIONAL COST TO THE GOVERNMENT.

CANNOT BE MET, CONTRACTOR SHALL PROVIDE WATER TRUCK FOR BLDG OCCUPANTS

WATER OUTAGE TO LESS THAN 4 HOURS. IF THE 4 HOUR MAXIMUM OUTAGE DURATION

2. CONTRATOR SHALL ATTEMPT TO KEEP THE MAXIMUM DURATION OF

FOR THIS PROJECT.

1. SEWER OUTAGES TO OCCUPIED FACILITIES SHALL NOT BE ALLOWED

C-003

CHAIN LINK FENCE

SEPARATION

CHAIN LINK FENCE

SECURITY

X XX X

000.0

BC 979.5

TC 980.0

TMH

TONED COMM LINES

HTC BOX

LINES

TONED ELEC

TONED UG/E

W/CONC PAD

TRANSFORMER

EMH

BTWN

BTN

BOT

BLK

BLDG

BK/BKS

BFP

BDE

BETWEEN

BATTALION

BOTTOM

BOTH WAYS

BLOCK

BUILDING

BASE LINE

BARRACKS

BACKFLOW PREVENTER

BRIGADE

BOTTOM OF CONC OR CURB

BOTTOM OF BANK

CRM

COTG

CORR

CORP

CONN

COND

CONC

CMU

COF

CLR

CLF

CHW

CHWR/CHWS

CONCRETE RUBBLE MASONRY (ROCK WALL)

CLEAN OUT TO GRADE

CORRUGATED PIPE

CORPORATION

CONNECT

CONDUIT

CONCRETE

CONCRETE MASONARY UNIT

COMPANY OPERATIONS FACILITY

COMPANY/ CLEAN OUT

CLEAR

CHAIN LINK FENCE

CENTER LINE

CAST IRON OR CURB INLET

CHILLED WATER

CHILLED WATER RETURN/CHILLED WATER SUPPLY

COMMUNICATION LINE

CATCH BASIN

DRAWINGS

DOWNSPOUT

DRAIN LINE

DRAIN MANHOLE

DOUBLE CHECK VALVE (BACKFLOW PREVENTER)

DIAG0NAL

DIAMETER

DRAIN INLET

DETAIL

DIRECT DIGITAL CONTROL

DRAIN BOX, SEE SHT CD-7

DIAMETER

EXST

EXP

ENCL

ELEV OR EL

EMH

ELEC OR ELECT

EAC

GUY ANCHOR

GUTTER INVERT

GROW THE ARMY

GROUND

GATE VALVE

GALVANIZED

GAS/GROUND

GTA

GRD

GTV

GALV

INV

INVERT ELEVATION

INVERT

INCH

INSIDE DIAMETER

HOSE BIB

HIGH PRESSURE WATER LINE

HIGH POINT OR HIGH PRESSURE WL

HORIZONTAL

HANDICAP

HEIGHT (OF TREE)

HAWAIIAN TELEPHONE MANHOLE

OPT

O/S

OPTION

OVERHEAD

OUTSIDE DIAMETER

ON CENTER

OFFSET

POWER POLE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FEET

POST INDICATOR VALVE

POLYVINYL CHLORIDE

POINT OF TANCENCY

POINT OF CURVATURE

PERSONNEL

PERSONALLY OPERATED VEHICLES

PAVEMENT

PARKING

PSI

PSF

PIV

PVC

POV

PAVT OR PVMT

PKG

SUBGR

STL

STD

STA

SPECS

SMH

SHT

SDMH

SCB

SIM

VALVE BOX OR VACUUM BREAKER

VALVE

WIDTH, WITH OR WATER LINE

WELDED WIRE MESH

WATER VALVE

WATER METER

WATER LINE

WATER FOUNTAIN

VLV

WWM

X XX

CBMH

INV=1119.75

T=1124.47

SMH

TP=1118.42

T=1120.19

ACTIVITIES.

TSC SITE AREA TO A MINIUMUM WITHIN PROJECT LIMITS AS REQUIRED FOR CONSTRUCTION

9. THE CONTRACTOR SHALL LIMIT CLEARING AND GRUBING OF THE HEAVILY VEGETATED

THE GTA PROJECT FACILITIES.

REMAIN. CONTRACTOR SHALL ALSO PROTECT THE NEWLY COMPLETED PORTIONS OF

8. CONTRACTOR SHALL PROTECT ALL EXISTING SITE & UTILITIES & DRAINAGE WORK TO

S4C COMPACTED TO 95% OF MAX DENSITY.

BOTTOM SLAB OF THE STRUCTURE AND FILL THE INTERIOR OF THE STRUCTURE WITH

STRUCTURE (OR 900mm BELOW FINISHED GRADE, WHICHEVER IS LOWER) AND THE AN ALTERNATIVE TO COMPLETE REMOVAL IS TO BREAK THE TOP 900mm (3’) OF THE

STRUCTURES BEING CONSTRUCTED OVER THE EXISTING STRUCTURE TO BE REMOVED,

CONSIST OF COMPLETE REMOVAL OF ENTIRE STRUCTURE. IF THERE ARE NO NEW

7. DEMOLITION OF EXISTING UTILITY & DRAINAGE STRUCTURES, IF REQUIRED, SHALL

DPW WATER LINE REQUIREMENTS INDICATED IN THE WATER DISTRIBUTION SPECIFICATION.

6. NEW WATER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

COMPLETELY REMOVED.

AND OTHER STRUCTURES CONNECTED TO UTILITY LINES REQUIRING REMOVAL SHALL BE

5. UNLESS OTHERWISE INDICATED, ALL UTILITY MANHOLES, VALVE BOXES, INLETS, FHY’S

4. EXISTING TREES TO BE REMOVED ARE SHOWN ON DEMOLITON PLANS .

CONTRACTOR NOTES FOR DUST BARRIER REQUIREMENTS.

CONDITIONS, AS APPROVED BY THE CONTRACTING OFFICER. SEE SHT C-001,

SITE. WATER MAY BE USED FOR DUST CONTROL IF IT DOES NOT CREATE OBJECTIONAL

PREVENT THE SPREAD OF DUST TO OCCUPIED AREAS SURROUNDING THE CONSTRUCTION

3. THE AMOUNT OF DUST RESULTING FROM DEMOLITION SHALL BE CONTROLLED TO

DRAINAGE DEVICES SHALL BE REMOVED AFTER NEW DRAINAGE SYSTEM IS OPERATIONAL.

PONDING IF ANY EXISTING DRAINAGE SYSTEM REQUIRES REMOVAL. ALL TEMPORARY

2. CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE FACILITIES TO PRECLUDE

REMOVED COMPLETELY, INCLUDING CONC BASE.

TO ADJACENT FACILITIES. ANY SIGNS REQUIRED TO BE REMOVAED SHALL BE

REQUIRED TO BE REMOVED SHALL BE REMOVED WITHOUT DISRUPTION OF SERVICE

PAVEMENTS TO REMAIN, EDGE SHALL BE SAWCUT. ANY EXISTING UTILITY LINES

INCLUDING BASE & SUBBASE COURSE. WHERE PAVEMENT REMOVAL IS ADJACENT TO

1. ALL PAVEMENTS INDICATED FOR DEMOLITION, SHALL BE COMPLETELY REMOVED,

"SEWAGE SPILLS" FOR AQUA ENGINEERS SEWER REQUIREMENTS.

IF ANY SEWAGE SPILL OCCURS. (SEE SPECS SECTION 33 30 00 SANITARY SEWERS,

12. CONTRACTOR SHALL IMMEDIATELY NOTIFY AQUA ENGINEERS AT (808) 621-3098

EXST SMH’S (TO REMAIN), SHALL BE CUT & PLUGGED AT THE SMH.

OF SERVICE. SEWER LINES SCHEDULED FOR REMOVAL, WHICH CONNECT TO

TO BE REMOVED) SHALL BE CAPPED OR PLUGGED TO ENSURE CONTINUATION

INDICATED ON DEMOLITION PLANS. LINES TO REMAIN (NOT INDICATED

11. CONTRACTOR SHALL SAWCUT & REMOVE EXISTING UTILITY LINES AS

(TO REMAIN), SHALL BE CUT & PLUGGED AT THE SMH.

CONNECTION. GROUT WITH 3500 psi MORTAR. PROVIDE SMOOTH FINISH.

CONNECTION. BEND REBARS MIN 2 INCHES AWAY FROM PIPE

BY CAREFULLY CHIPPING & REMOVING SUFFICIENT AREA FOR PIPE

10. ALL PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE DONE

MECHANICAL UTILITY REQUIREMENTS ARE MET.

DETAILS AND SPECIFICATIONS AND ALL ELECTRICAL, COMMUNICATION AND

PROFILE PROVIDED ALL REQUIREMENTS SHOWN ON TRENCH RESTORATION

SHOWN ON TOPO) SHALL BE ADJUSTED ABOVE OR BELOW THE NEW UTILITY

(I.E. ELECTRICAL, COMMUNICATION LINES AND EXISTING UTILITIES NOT

LINE ELEVATIONS. ANY LINES NOT SHOWN ON THE UTILITY PROFILES

9. UTILITY PROFILES SHALL BE USED TO DETERMINE WATER AND SEWER

WATER INFILTRATION INTO THE SMH.

8. NEW SMH’S SHALL BE TYPE WHICH PREVENTS RELEASE OF ODORS &

SHALL BE NEENAH TYPE "B" LID (INDENTED TOP DESIGN) OR APPROVED EQUAL.

GRADE). ALL MH COVERS (EXISTING & NEW) WITHIN WALKWAY AREAS

WITH UTILITY DETAILS (E.G. SEWER STRCTURES SHALL BE 2" ABOVE FINISHED

REMAIN IN GRASSED AREAS SHALL BE RAISED OR LOWERED IN ACCORDANCE

MATCH THE FINISHED PAVED SURFACE. EXISTING UTILITY STRUCTURES TO

GRAVEL PAVEMENTS, ETC. SHALL BE RAISED OR LOWERED AS REQUIRED TO

TO REMAIN WITHIN NEW PAVED AREAS (E.G. AC PVMTS, CONC WALKS OR SLABS,

7. ALL EXISTING MANHOLES, VALVE BOXES AND OTHER UTILITY STRUCTURES

(E.G. CONCRETE PAVEMENTS 6 INCHES OR THICKER).

IN PAVED AND CONCRETE WALK AREAS SUBJECT TO VEHICULAR TRAFFIC

COVER SHALL BE CI SOIL PIPE. MINIMUM 24 INCH COVER SHALL BE PROVIDED

IN GRASSED AREAS. DRAIN LINES IN GRASSED AREAS WITH 12 TO 18 INCH

6. DOWNSPOUT & LAWN DRAIN LINES SHALL HAVE MINIMUM 12 INCH COVER

WITHIN OR ALONG EXISTING ROADWAYS.

REQUIRED TO PERFORM UTILITY WORK, SITE WORK AND STRIPING

WITH THE EXCEPTION OF TEMPORARY ROAD / LANE CLOSURES

5. ALL ROADS ARE TO REMAIN OPEN DURING CONSTRUCTION

EXISTING SOUTH RANGE FACILITIES.

THE COR (INCL WEEKENDS) HAVING THE LEAST IMPACT ON THE

4. UTILITY OUTAGES SHALL BE CONDUCTED ON DAYS DESIGNATED BY

ANY OUTAGES OR CLOSURES.

NOTIFY THE CONTRACTING OFFICER IN WRITING 30 DAYS PRIOR TO

UTILITY OUTAGES AND ROAD CLOSURES. THE CONTRACTOR SHALL

3. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO MINIMIZE

PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

BY HAND EXCAVATION TO VERIFY THEIR LOCATIONS AND DEPTHS

UTILITIES, THE CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY

2C. WHENEVER NEW UTILITIES CONNECT TO OR CROSS EXISTING

RESULT FROM THE CONTRACTOR’S OPERATIONS.

BY THE VENDOR FROM REPAIRING DAMAGED COMMUNICATION LINES THAT

2B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR COSTS INCURRED

ORIGINAL CONDITION OR BETTER, AT CONTRACTOR’S EXPENSE.

OF THE CONSTRUCTION WORK, SHALL BE RESTORED IMMEDIATELY TO ITS

WHETHER SHOWN OR NOT, WHICH HAVE BEEN DAMAGED AS A RESULT

2A. EXISTING UTILITIES (EXCEPT COMMUNICATIONS (SEE 2B))

EXCAVATION) AND SHALL PROTECT ALL SUCH UTILITIES AT ALL TIMES.

ALL EXISTING UTILITIES (BY TONING & STAKING PRIOR TO

CONTRACTOR SHALL VERIFY THE LOCATION, SIZE AND INVERTS OF

VERIFIED WHENEVER POSSIBLE BY FIELD SURVEYS. THE

TOPOGRAPHIC SURVEY INDICATED AND APPLICABLE UTILITY MAPS,

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON THE

2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

BLANK EXCAVATION PERMIT FOR CONTRACTOR USE.

TO START OF ANY UTILITY EXCAVATION WORK. SEE SPECIFICATIONS FOR

1. CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM DPW PRIOR

SD24

CURB INLET

FIELD INLET

STORM DRAIN MANHOLE

3 39

X X

CLF 7’HT

CLF 6’HT

X X

CLF 6’ HT

X X X

SS6

NTS

NPW

MIN

MEP

MECH

MAX

MFR

MAINT

NOT TO SCALE

NON-POTABLE WATER

NORTH

MINIMUM

MANHOLE

MILITARY EQUIPMENT PARK

MECHANICAL

MAXIMUM

MANUFACTURER

MAINTENANCE

SWALE

SUBGRADE

STEEL

STANDARD

STATION

STAINLESS STEEL OR SANITARY SEWER

SQUARE

SPECIFICATIONS

STANDPIPE

SEWER MANHOLE

STREET LIGHT OR SEWER LINE

SHEET

STORM DRAIN MANHOLE

SQUARE FEET

SLOPE

SUBDRAIN

SOLDIER COMMUNITY BUILDING

SOUTH, SLOPE, SPREAD (OF TREE) OR SEWER

SIMILAR

W12" GTA

SS8"

GTA

SD18"

GTA

NPW8"

GTA

LINE WITH SIZE IN INCHES

NON-POTABLE WATER

THE CONTRACTOR’S EXPENSE.

STUMPS AND TIMBER SHALL BE REMOVED FROM GOVERNMENT PROPERTY AT

EXPENSE. OTHER EXCESS UNSATISFACTORY SOILS, INCLUDING BRUSH, REFUSE,

OUTSIDE OF GOVERNMENT CONTROLLED PROPERTY AT THE CONTRACTOR’S

14. SURPLUS SATISFACTORY EXCAVATION SOIL SHALL BE DISPOSED OF OFFSITE

DOH AS PART OF THE EPA NPDES STORMWATER CONSTRUCTION PERMIT.

A SITE SPECIFIC BMP PLAN TO BE APPROVED BY THE STATE OF HAWAII

NUMBER IS 808-655-1469. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE

WITH KIMBERLY JYO OF THE SCHOFELD BARRACKS RESIDENT OFFICE. HER

THE CONTRACTOR SHALL COORDINATE THE EPA NPDES PERMIT APPLICATIONS

EPA NPDES STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION.

13. CONTRACTOR SHALL OBTAIN A DPW EXCAVATION PERMIT AND THE

CONTROL BEST MGMT PRACTICES (E.G., SILT FENCING).

PRIOR TO REMOVING TEMPORARY EROSION AND SEDIMENT

12. PERMANENT GRASSING SHALL BE AT LEAST 90% ESTABLISHED

ALL WORK IS NEW UNLESS INDICATED AS EXISTING.

11. NEW WORK IS SHOWN DARKER THAN EXISTING. SEE LEGEND.

IRRIGATION WORK.

10. SEE LANDSCAPING & IRRIGATION PLANS FOR ALL PLANTING & LAWN

EARTHWORK OF THE SPECIFICATIONS.

9. BORING LOCATIONS AND LOGS ARE APPENDED TO SECTION 31 00 00

DIRECTION OF TRAFFIC, UNLESS OTHERWISE INDICATED.

8. ALL CONCRETE SLABS SHALL BE BROOM FINISHED PERPENDICULAR TO

7. ALL PIPE AND FITTING SIZES ARE IN INCHES (IN.)

(I.E. STA 1+00.000=100.000 FEET.)

6. ONE STATION EQUALS ONE HUNDRED (100) LINEAR FEET (FT)

OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

BY THE CONTRACTOR AT CONTRACTOR’S EXPENSE, TO THE SATISFACTION

OF CONTRACTOR’S OPERATIONS SHALL BE REPAIRED IMMEDIATELY

OR OTHER WORK TO REMAIN. ANY DAMAGE OCCURRING AS A RESULT

EXISTING OR NEWLY CONSTRUCTED STRUCTURES, UTILITIES, LANDSCAPING,

5. CONTRACTOR SHALL PERFORM HIS WORK WITHOUT DAMAGE TO ANY

HIM FROM FULFILLING THE TERMS OF THE CONTRACT.

OFFICER OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH PREVENT

WORK. CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTING

RELATING TO THE PROJECT BEFORE COMMENCING WITH THE REQUIRED

4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

ENVIRONMENTAL COMPLIANCE BRANCH CHIEF (808-656-5301)

SHALL ALSO NOTIFY THE DIRECTORATE OF PUBLIC WORKS (DPW)

WIND TO AVOID SPREADING OF CONTAMINATION. THE CONTRACTOR

SUSPECTED CONTAMINATED SOILS AND PROTECT FROM THE RAIN AND

BE NOTIFIED OF THE DISCOVERY. THE CONTRACTOR SHALL SEGREGATE

ACTIVITIES, THE CONTRACTING OFFICER OR HIS REPRESENTATIVE SHALL

PETROLEUM ODOR) IS ENCOUNTERED DURING GROUND DISTURBING

3. IF PETROLEUM IMPACTED SOIL (DISCOLORATION OR STRONG

ACTIVITIES.

WORK SO CULTURAL MONITORS CAN BE PRESENT TO OBSERVE WORK

(TELEPHONE: 808-438-7000) TWO WEEKS PRIOR TO PERFORMING THE

808-655-9707; FACSIMILE: 808-656-1039) AND POH ARCHAEOLOGIST

NATE WITH THE DPW CULTURAL RESOURCES SECTION (TELEPHONE:

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND COORD-

2. FOR WORK IN GULLIES, STREAM BANKS, OR STREAM BEDS, THE

RESOURCES SECTION (TELEPHONE: 808-655-9707; FACSIMILE: 808-656-1039).

DIRECTORATE OF PUBLIC WORK ENVIRONMENTAL DIVISION, CULTURAL

THE CONTRACTING OFFICER OR HIS REPRESENTATIVE, AND THE

IMMEDIATELY SUSPEND WORK IN THE AREA OF THE FIND AND NOTIFY

REMAINS, DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

ITEMS, INCLUDING INTACT CULTURAL DEPOSITS, ARTIFACTS, OR HUMAN

1. IN THE EVENT OF ANY INADVERTANT DISCOVERY OF CULTURAL

b b R

E V

T E

/3 /2

E L

T G

E H

C iv il S e c ti o n

W Y

2 5

B fiof Engineers

US Army Corps

D w n b y

D e s ig n e d b y

D a t e

R e v

S u b m it t e d b y

D e s c r ip t io n D a t e

M a r k

F il e n a m e

A p p r

C h k d

A p p r

C h k d

C h ie s ig n f il e n a w in g c o d t d a t t s c a

C A P

S C

H O

L D B

A R

R A

C K

O A

H U

H A

A R

M Y E

N G

E E

R D

C E

O L

U L

H A

N B

R A

N C

H H

O N

O L

U L

U E

N G

E E

R D

T R

Honolulu District

Identification:

Sheet

3 4

T R

G S

U P

P O

R T C

E N

T E

Sheet of

Location code:

Drawing no.

141-29-001 s b

C -5 p v m t.

d g n

/1 /2

L O

T S

C A

L E

/1 /2

M O

D E

L N

A M

P o h -n e ta p p \c a d \d e s ig n s \B

P ro je c ts

X M \1 s b \C o n

D o c s \C

A D

S h e e ts \C iv il \1 s b

C -5 p v m t.

d g n

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l

P o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p lt c fg \P

D F -A

E C v .p lt c fg

C -5

R T

A M

A Y

PAVEMENT

EXST AC

TACK COAT

SAWCUT &

C-501

S E

C T

F O

V M

NEW PVMT CONN

AC PVMT FOR

MIN 12" EXST

C-501

NOTE: ALL UNITS ARE IN INCHES (IN) UNLESS INDICATED OTHERWISE.

C-501

COAT

TACK

FINISHED GRADE

NEW CONC PVMT TO TYP AC PVMT CONNECTION DETAIL

S E

C T

F O

V M

F O

V M

S E

C T

S E E

C-501

S E

C T

F O

V M

Z Z

1/2"

5’

CONCRETE SLAB

REINFORCED

UNREINFORCED OR

V M

S E

C T

COAT

TACK

GRADE

FINISHED

C-501

CONCRETE

ASPHALT

AGGREGATE FINISH

W/ BROOM OR

NEW CONC SLAB

1/2"

TYPICAL CONTRACTION JOINT DETAIL CJ-3 9

C-501

CONSTRUCTION JOINT DETAIL CJ-1 THICKENED EDGE EXPANSION JOINT DETAILS

2A 2B

/ 2

T Y P

TYP AC PVMT ROAD SECTION POV PARKING SECTION

TYPICAL AC PAVEMENT

PAVEMENT CONNECTION DETAIL

TYPICAL NEW TO EXISTING AC

SUBBASESUBGRADE

SUBGRADE

SEE DETAIL

CONC WALK

CONC CURB

A.C. PVMT.

GEOTEXTILE FABRIC

SEE NOTE 1

,SUBGRADE

GEOGRID GEOTEXTILE FABRIC

SUBGRADE, SEE NOTE 1 SUBBASE 2

/ 2

T Y P

SUBGRADE

A.C. PVMT.

CONC CURB

#4 @ 12" O.C., E.W.

2. STEEL REINFORCEMENT SHALL END 3" FROM JOINTS.

1. USE REBAR IN ODD SHAPED SLABS.

NOTES:

COMPRESSION JOINT SEALANT

7" THICK CONC SLAB

GEOGRID

C-509

PRIME COAT

GEOTEXTILE FABRIC

GEOGRID &

GEOTEXTILE FABRIC

GEOGRID &

PRIME COAT

COMPRESSION JOINT SEALANT

JOINT FILLER

PREMOULDED EXPANSION

LIGHTLY OIL THIS HALF

16" LONG, 12" O.C., 3/4" DIA DOWEL

SLIP FIT

EXPANSION JOINT CAP

REINFORCED SLAB

1/2"

SUBBASE COURSE

SUBGRADE

GEOTEXTILE FABRIC

GEOGRID &

1/2"

LONG AND SPACED 2’-6" ON CENTER

NO. 5 DEFORMED STEEL TIE BARS 2’-6"

16" LONG, 12" O.C., 3/4" BAR

SPLIT-TYPE DOWEL MAY BE USED

EITHER ONE PIECE OR THREADED

PAVEMENT SECTION

TYPICAL ORGANIZATIONAL PARKING

OILED ONE END OF DOWEL

PAINTED AND LIGHTLY

UNLESS INSERTED DURING CONCRETE PLACEMENT.

1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END

NOTES: ABUTS BUILDING WALL.

EXPANSION JOINT WHERE NEW CONCRETE PAVEMENT

CONCRETE PAVEMENT. PROVIDE THICKENED EDGE

WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING

PROVIDE THICKENED EDGE EXPANSION JOINT

NOTE:

JOINT FILLER

EXPANSION

PREMOULDED

CONCRETE PAVEMENT OR FOOTING

BUILDING WALL OR ADJACENT

PAVEMENT

CONCRETE

JOINT FILLER

DRAIN

TRENCHFINISHED GRADE

COMPRESSION JOINT SEALANT

(100% COMPACTION)

SUBBASE COURSE

C-501

TIED CONTRACTION JOINT DETAIL CJ-2

SUBBASE COURSE

4" COMPACTED

DENSITY

COURSE TO 100% MAX

RECOMPACT EXST BASE

SUBGRADE

SUBBASE COURSE

SUBGRADE

ABC

MAX DENSITY

TO 100% OF

COMPACTED

ABC ABC

ABC

WET OPTIMUM MOISTURE CONTENT.

AND COMPACT TO A MINIMUM 90% OF MAXIMUM DRY DENSITY @ 2% OF

1. SCARIFY TOP 9 INCHES MINIMUM OF SUBGRADE BELOW SUBBASE COURSE

NOTES (APPLIES TO DETAILS 1, 2A, 2B, 3, 4, AND 11):

GRADE

FINISHED

C-501

2.75"

CURB6"

WHERE REQUIRED.

TRANSITION FROM 6" TO 0" CURBS

ON GRADING PLAN. PROVIDE SMOOTH

HIGH UNLESS OTHERWISE INDICATED

NOTE: ALL CURBS ARE ASSUMED 6"

6" MINIMUM

CAST-IN-PLACE 6" CURB

NOT TO SCALE C-501

PRIME COAT

NOT TO SCALE

AC SURFACE COURSE

NEW CONC SLAB

R=1/4"

NOT TO SCALE

WITHOUT NEW WALK

NOT TO SCALE

AC SURFACE COURSE

TACK COAT

NEW CONC SLAB

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

Z Z

EXPANSION JOINT

NOT TO SCALE C-501NOT TO SCALE

Z R=1/4"

C-501

WITH NEW WALK

NEW AC PAVEMENT AT NEW CONCRETE CURB

EXPANSION JOINT WITH DOWELS DETAIL

PRIME COAT PRIME COAT

NOT TO SCALE

R= 1/4"

R=1"

2-#3 CONT.

NOT TO SCALE

COMPACTION

100%

COURSE

SUBBASE

& REMOVE

SAWCUT

18"

SEE NOTE

FOR EXPANSION JOINT (TYP.)

COMPRESSION JOINT SEALANT

SEE NOTE

FOR EXPANSION JOINT(TYP.)

COMPRESSION JOINT SEALANT

C-501 24 39

P A

V E

M E

N T D

E T

S b b b b /3 /2

R E

L L O

U T S

E L

S E

C T

N A

T-101

T E

L E

C O

M M

U N

A T

N P

L A

TELECOMMUNICATION PLAN SECTION A

SEE SHEET T-102 FOR CONTINUATION

B B B B B

A A A A A

A A

12" 0 5' 10' 15'

"= 1'-0"8

SCALE:

12" 0 5' 10'

"= 1'-0"16

SCALE:

COUNTER

+6" ABOVE

NOTES

CFFT

A D

T R

A T

C O

P Y

CORR

O F F

OFFICE

ROOM

BREAK

CORR

CLASSROOM

LOBBY

WOMEN

VEST

MEN

CFFT

CCCCC

BOXES

TYP. OF 20 EA. BETWEEN FLOOR OUTLETS AND JUNCTION

"C W/ PULLWIRE CONCEALED BELOW FINISH FLOOR. 4

1 EA.

TO WALL MTD J-BOX

"C W/ PULLWIRE CONCEALED BELOW FINISH FLOOR4

1 EA.

TYP. OF 13 EA. BETWEEN FLOOR JUNCTION BOXES.

"C W/ PULLWIRE CONCEALED BELOW FINISH FLOOR. 4

3 EA.

COVER PLATE.

WALL MTD J-BOX, FLUSH MTD + 12" A.F.F. PROVIDE BLANK

ON SHEET T501

THE HALLWAY CABLE TRAY W/1"C. WIRE SHALL BE AS INDICATED

ALL WALL MTD TELECOMM OUTLETS SHALL BE CONNECTED TO

DETAIL

T-101

COUNTER

+6" ABOVE

10 PROVIDE WEATHERPROOF ENCLOSURE

#6 GROUNDING CONDUCTOR & CLAMPS

PROVIDE BONDING JUMPER BETWEEN CABLE TRAY AND 1" CONDUITS,

CONFERENCE ROOM SEE DETAIL SHEET EP603

OF 20 EA. IN CALL FOR FIRE TRAINING RM AND 1 EA IN

POWER / TELECOMM FLOOR MOUNTED OUTLET BOX TYP.

10 EA. SEE DETAIL SHEET EP603

CALL FOR FIRE FLOOR MOUNTED JUNCTION BOX TYP. OF

RECOMMENDED BY THE MANUFACTURER

TERMINATE DROP CONDUITS TO CABLE TRAY WITH CONNECTOR AS

TELECOM RM, SEE SHEET T502

BASKET TYPE CABLE TRAY TYP IN BLDG OUTSIDE OF

TYP8

TYP9

INFORMATION INFRASTRUCTURE ARCHITECTURE ( I3A)

VERSION OF TECHNICAL CRITERIA FOR THE INSTALLATION

GENERAL NOTE: ALL TELECOMMUNICATION WORK SHALL COMPLY W/ THE LATEST

T G

J N

C A

B L E T

R A

Y S

H O

W N b b /3

T o m H

G o to

E le c tr ic a l S e c ti n

A K

A N

G E

C D

T R

2 5

®of Engineers

US Army Corps

D w n b y

D e s ig n e d b y

D a t e

R e v

S u b m it t e d b y

D e s c r ip t io n D a t e

M a r k

F il e n a m e

A p p r

C h k d

A p p r

C h k d

C h ie s ig n f il e n a w in g c o d t d a t t s c a

C A P

S C

H O

L D B

A R

R A

C K

O A

H U

H A

A R

M Y E

N G

E E

R D

C E

O L

U L

H A

N B

R A

N C

H H

O N

O L

U L

U E

N G

E E

R D

T R

Honolulu District

Identification:

Sheet

3 4

T R

G S

U P

P O

R T C

E N

T E

Sheet of

Location code:

Drawing no.

141-29-001 s b -T

S C

T .r e v .b .d g n

L O

T S

C A

L E

M O

D E

L N

A M

P ro je c ts

X M \1 s b \C o n

D o c s \C

A D

S h e e ts \E le c tr ic a l \1 s b -T

S C

T .r e v .b .d g n

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l p o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p l tc fg \P

D F -A

E C v -B .p l tc fg

R T

A M

A Y

LEGEND

GI002

CS102

C-003

C-501

AG601

T-101

File details come from the government source that posted it. Updated Nov 14, 2017.