P974 AMD 0005 Drawings.pdf

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

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FL

FH

N

CO

AC

MH

MM

PSI POUNDS PER SQUARE INCH

NTS NOT TO SCALE

MANHOLE

MILLIMETER

FLOWLINE

FIRE HYDRANT

NORTH, NORTHING

CLEAN OUT

MAX MAXIMUM

PAVEMENT

ASPHALT CONCRETE

CONC CONCRETE

MIN MINIMUM

SST STAINLESS STEEL

RCP REINFORCED CONCRETE PIPE

SIM SIMILAR

TYP TYPICAL

ELEVATION

DIA, Ø DIAMETER

CUB CONSOLIDATED UTILITIES BUILDING

STA STATION

APPROX APPROXIMATE

EXISTING

ABBREVIATIONS

PIV POST INDICATOR VALVE

BLDG BUILDING

CI CAST IRON

ELECTRICAL

ELB ELBOW

FDC

F FLANGE

FIRE DEPARTMENT CONNECTION

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

PED

PE POLYETHYLENE

PEDESTRIAN

PVMNT

RADIUSR, RAD

SD

VERT VERTICAL

ADA AMERICANS WITH DISABILITIES ACT

SANITARY SEWER

ABND

CMP CORRUGATED METAL PIPE

CONST CONSTRUCT

ELECT

EP EDGE OF PAVEMENT

FFE FINISHED FLOOR ELEVATION

G GAS, GROUND

HC HEATING/COOLING

OVERHEAD

PCCP

TBC TOP BACK OF CURB

TG TOP OF GRATE

W WATER

SIDEWALKSW

STND STANDARD

STRUCT STRUCTURAL

ABA

~ APPROXIMATELY

AND

ABANDONED

COORD COORDINATE

DEMO

CB CATCH BASIN

GB GRADE BREAK

BURIEDBUR

C.O., CO,

SPEC'D SPECIFIED

TOP OF CONCRETETOC

EQUIP EQUIPMENT

BMP BEST MANAGEMENT PRACTICE

IE INVERT ELEVATION

PLS PURE LIVE SEED

DI

TOP OF SLABTOS

TOW, TW TOP OF WALL

POINT OF CURVATURE

STANDARD DETAIL / STORM DRAIN

DEMOLISH OR DEMOLITION

MUTCD

CONTROL DEVICES

MANUAL ON UNIFORM TRAFFIC

DUCTILE IRON/DROP INLET

W/ WITH

EL, ELEV

FG FINISHED GRADE

HDPE HIGH DENSITY POLYETHYLENE

L LENGTH

LOG LIP OF GUTTER

LP LOW POINT

LT LEFT

PC

PCC PORTLAND CEMENT CONCRETE

PVC

POINT OF VERTICAL CURVATURE

POLYVINYL CHLORIDE OR

PT POINT OF TANGENCY

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

REQ'D REQUIRED

RT RIGHT

SF SECURITY FORCES

S, SS

CIVIL LEGENDGENERAL NOTES:

CONSTRUCTION NOTES:

EROSION & SEDIMENT CONTROL (ESC) NOTES:

CONTRACTING OFFICER

BC BACK OF CURB

EOS EDGE OF SLAB/SIDEWALK

PORTLAND CEMENT CONC PAVEMENT

SOG SLAB ON GRADE

SIGNOR

CENTER LINE, BUILDING, ROAD, ETC.

GUY ANCHOR

OR

CATCH BASIN OR INLET

ELECTRICAL JUNCTION BOX

POST OR BOLLARD

ELECTRICAL TRANSFORMER

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SD

OR

TELECOM MANHOLE

EDGE OF PAVEMENT

WATER LINE

STORM DRAIN LINE

GRAVITY SANITARY SEWER LINE

ELECTRICAL MANHOLE

W

J X

SD

SAN

COMM COMMUNICATION

CONCRETE PAVEMENT

UTILITY POLE

LIGHT POLE

FIRE HYDRANT

CLEANOUT

POST INDICATOR VALVE

W WATER VAULT

TELECOMMUNICATION PEDESTAL

FIRE DEPARTMENT CONNECTION

VALVE AND VALVE BOX

CO

ELECTRICAL

SIGNOR

GOV GOVERNMENT OWNED VEHICLES

TOR

E

ABN ABANDON

ARCHITECTURAL BARRIERS ACT

A-T ANTI-TERRORISM

CCSD

STANDOFF DISTANCE

CONVENTIONAL CONSTRUCTION

OH, OVH

ESC EROSION AND SEDIMENT CONTROL

UG UNDERGROUND

UST UNDERGROUND STORAGE TANK

A-T LIMITS

SILT FENCE

DWG DRAWING

HP HIGH POINT

POV PRIVATELY OWNED VEHICLE

LIMIT OF DISTURBANCELOD

INV INVERT

GPS GLOBAL POSITIONING SYSTEM

STORMWATER MANAGEMENTSWM

BCSM BRASS CAP SURVEY MONUMENT

EXISTING SEWER CLEANOUT

EXISTING WATER VALVE

BORING LOCATION

PROPOSED

FENCE

LINED. NEW FINISHED GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-D.

MEASUREMENTS SHOWN ARE FROM FACE OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.C.

CONTRACTOR'S EXPENSE.

LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE

DURING CONSTRUCTION. LICENSED SURVEYOR TO PERFORM THE WORK TO PRODUCE THE SAME

MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED B.

UPDATED IN OCTOBER 2020. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS.

MED AND NAVFAC AND TOPOGRAPHIC SURVEY PERFORMED BY MICROCENTER IN JANUARY 2019 AND

EXISTING SITE FEATURES AND UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDED BY USACE A.

OR FACILITY

STRUCTURE, BUILDING

GRAVEL ROAD

AGGREGATE SURFACE OR

TO MOBILIZATION.

COORDINATE LOCATION OF LAY DOWN AND STAGING AREAS WITH CONTRACTING OFFICER PRIOR I.

PROJECT.

PROVIDE GOOD HOUSEKEEPING WITHIN THE PROJECT AREA THROUGHOUT THE DURATION OF THE H.

CONSTRUCTION SITE FOR THE ENTIRE DURATION OF PROJECT.

MAINTAIN NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS THROUGH THE G.

RELOCATED, SEE ELECTRICAL AND TELECOM DRAWINGS FOR ADDITIONAL INFORMATION.

OPTIC, COPPER CABLE, ETC.). IF ANY TYPE OF COMMUNICATION EQUIPMENT SHOULD NEED TO BE

NOTIFY CONTRACTING OFFICER PRIOR TO REMOVING ANY COMMUNICATIONS EQUIPMENT (FIBER F.

MARKED UNDERGROUND UTILITIES.

UNMARKED. PRESERVE ANY AND ALL UTILITIES AND STRUCTURES WITHIN 1 METER OF FIELD

USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WITH ALL UTILITIES MARKED OR E.

NOT TO IMPEDE CONSTRUCTION PROGRESS.

THAT UNDERGROUND UTILITIES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION SO AS

CONTACT BASE PUBLIC WORKS ALLOWING THIRTY (30) WORKING DAYS ADVANCE NOTICE IN ORDER D.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES.

CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES. THE

BASED ON THE BEST AVAILABLE INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD

PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES SHOWN ON DRAWINGS ARE

FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND C.

APPROVED BY THE CONTRACTING OFFICER.

ALL DISTURBED SURFACES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AS B.

SPECIFIED IN SECTION 01 45 00.00 10 QUALITY CONTROL.

PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS A.

STABILIZE TRENCHES.

STOCKPILES WITH MATTING OR PLASTIC SHEETING. PROPERLY BACKFILL, COMPACT, AND PERMANENTLY

NO MORE THAN 100 LINEAR METERS OF TRENCH MAY BE OPEN AT ONE TIME. PROTECT TEMPORARY O.

MATTING, BASE STONE, OR RIP RAP IMMEDIATELY FOLLOWING FINISH GRADING.

PERMANENT STABILIZATION: STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION WITH PERMANENT N.

CONTRACTING OFFICER.

CLEAN UP AND REMOVE TEMPORARY ESC AFTER ACHIEVING ADEQUATE STABILIZATION AND APPROVAL FROM M.

CLEARLY MARK WITH FLAGS, SIGNS, ETC. ALL AREAS WHICH ARE NOT TO BE DISTURBED.L.

ROUGH GRADING.

TEMPORARY MATTING, BASE STONE, OR OTHER STABILIZATION SHALL BE PROVIDED IMMEDIATELY AFTER K.

INSTALL PERIMETER CONTROLS AS A FIRST STEP IN DEMOLITION AND ROUGH GRADING.J.

DISCRETE AREA OF LAND DISTURBANCE.

SEQUENCE CONSTRUCTION SO THAT DURATION OF BARE SOIL CONDITIONS IS MINIMIZED FOR EACH I.

ARE INSTALLED TO PROTECT NEWLY INSTALLED STORMWATER INFRASTRUCTURE FROM SEDIMENTATION.

INITIAL ESC PRACTICES ARE THOSE INSTALLED PRIOR TO ANY LAND DISTURBANCE, FINAL ESC PRACTICES H.

APPLY WATER, DECOMPOSED GRANITE, OR AGGREGATE TO CONTROL DUST AS NECESSARY.G.

BY ANY PERMITS.

ENSURE ALL INSPECTIONS ARE PERFORMED AND RECORDS AND PLANS ARE AVAILABLE ONSITE AS REQUIRED F.

STABILIZATION AS DIRECTED BY THE CONTRACTING OFFICER.

ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE TEMPORARY AND PERMANENT E.

DURING CONSTRUCTION TO PROTECT AREA ADJACENT TO WORK FROM SEDIMENT BUILD-UP AND EROSION.

PROVIDE SILT FENCE OR BIOFILTER BAGS ON EXISTING INLETS, AS REQUIRED, PRIOR TO BEGINNING AND D.

VIOLATIONS AND SEDIMENT CLEAN UP.

SEDIMENT). IF THIS OCCURS, THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY PERMIT

STORM RUNOFF WATER SHALL NOT BE ALLOWED TO LEAVE THE SITE UNTREATED (LADEN WITH SUSPENDED C.

BOTH TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE CONSIDERED INCIDENTAL.

MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AT ALL TIMES. MAINTENANCE OF B.

PRIOR TO STARTING CONSTRUCTION.

SEDIMENT CONTROL (ESC) PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL AS SPECIFIED

PROVIDE ALL NECESSARY EROSION CONTROL AS FIELD CONDITIONS REQUIRE. SUBMIT AN EROSION AND A.

EXST, EX

RO REVERSE OSMOSIS

CL, C CENTERLINEL

LCS LITTORAL COMBAT SHIP

ASPALT PAVEMENT DEMOLITION

SIDEWALK CONCRETE PAVERS DEMOLITION

EXISTING SIDEWALK PAVERS

OR

COMPACTED SANDY SOIL OR GRAVEL

FIRE LINE

UNDERGROUND ELECTRICAL

EXISTING LIGHTING POLE

MAIN FUEL PIPING

SF

LIMIT OF CONSTRUCTIONLOC

E

D

CONCRETE DEMOLITION

NEW OR REPLACE IN KIND

SIDEWALK PAVERS

kPA KILOPASCAL

RE REFER

EXISTING CHAIN LINK GATE

HSS HOLLOW STRUCTURAL SECTION

RE REFERENCE

O.C. ON CENTER

TC TOP OF CURB

BOTTOM OF WALLBW

DB DUCT BANK

EMH ELECTRICAL MANHOLE

M METER

MM MILIMITER

O.D. OUTSIDE DIAMETER

SQ SQUARE

EXISTING CONCRETE ENCASED

UTILITY PIPES - DEMOLITION

F

NON-POTABLE WATERNPW

VEGETATION TO BE REMOVED

EXISTING ELECTRICAL MANHOLE

EXISTING ELECTRICAL

SURVEY CONTROL POINT

STORM INLET PROTECTION

SHOWN MAY BE USED ON THIS PROJECT.

THEREFORE, NOT ALL OF THE INFORMATION

THIS IS A STANDARD LEGEND SHEET

GENERAL NOTE:

OR SS

C

C OR

MAJOR CONTOURS

MINOR CONTOURS

XX

XX

FUEL OIL SUPPLY

SURVEY CONTROL POINT

BLDG DOOR OR DOUBLE DOOROR

EXISTING FIRE BOX

EXISTING IRRIGATION VALVE

EXISTING FIRE HYDRANT

EXISTING IRRIGATION MANHOLE

:0

-M a r-

EARTH ROD WITH CONCRETE

BLOCK/COVER

CHILLED WATER STRUCTURE

1/

/2

2:

:0

SS

C

C

C

C

C

C

C

C

C

C

C

C

C

C

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D

D

D

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C O

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O L

P

A N E L

S E

W E R

A G E

P

U M P S

T

Q

G

G

G

G

W M

W M

W

SOCCER

COURT

W ALKW AY

LOADING

PLATFORM

NO PARKING

P A R K I N G

DRIVEWAY

P A R K I N G

DRIVEWAY

DRIVEWAY

BARRIERDELTA

SHADE

DOWN

HAZARDOUS

STORE

PARKING

N E X

M A R C E N T

M W

R

D D

M A

N G

A /N

C

IS

N S

W U

D

LA

N S S A

B A Y -8

B A

-2

W.H. 9

N E X

L O

G

IS

T

IC

S

B

M A / M

S R

O N

FACLITY

TRAINING

SECURITY

FACILITY

ADMIN

CONSOLIDATE

C U R B L

IN

E gen.

GOB SUB-STATION

STAND

BUS

STAND

BUS

DRIVEWAY

c o n x co n x ge n.

SUPPLY N64

S U

N S H

A D E

B A

-6

-5

-7

-4

POST

GURAD

CANOPY

ET N64

A

E

D

G

H

C

F

B

AREA

CENT

JMAST

TANK

F

LY

O V E R R

A M P

CANOPY

PLATFORM

ANTENNA

AREA

STORAGE

A&E

Conx

PASS & ID GATE

NSA VIG GATE

JUFFAIR GATE

P A D

O P E N S

T O

R A

Laydown

MACC

X3.

EMOSTORAGE

GEN.

cabin

CONNEX

CANOPY

CANOPY

ELMR

Laydown

KOOHEJI

Laydown

P954

FUEL TANK

GENERATOR

BUILDING

MEDICAL

AMBULANCE

DOG TRAINING AREA

OPEN

SPACE

O V E R

H E A D B

R

ID

G E

C O

N C R E T E P

A D

TOWER

WATER

FUTURE

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D E of Engineers ®

US Army Corps

B A

H R

A

IN

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

B A -4

10m2m 8m6m4m0m

U S A

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P S O

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GENERAL SHEET NOTES

EXISTING FOUNDATION.

BUILDING FOUNDATIONS AND AVOID UNDERMINING OF

EXERCISE CAUTION WHEN EXCAVATING AT EXISTING L.

IMMEDIATELY NOTIFY THE C.O. OF UTILITY CONFLICTS.K.

UTILITIES OR STRUCTURES THAT ARE NOT TO BE DEMO.

IMMEDIATELY NOTIFY THE C.O. OF ANY DAMAGE TO ANY J.

DEMOLISHED ARE NOT ACTIVE.

VERIFY WITH GOVERNMENT THE UTILITIES TO BE I.

SERVICE.

UTILITIES WHENEVER POSSIBLE TO MINIMIZE IMPACT TO

INSTALL NEW UTILITIES PRIOR TO DEMOLITION OF OTHER H.

INTERFERENCE WITH OTHER UTILITIES.

CONNECTION, AND REROUTING OF UTILITIES TO MINIMIZE

COORDINATE WITH GOVERNMENT THE DEMOLITION, G.

OF EXCAVATION VARIES.

DEMOLISH AND EXCAVATE AREAS RECEIVING WORK. DEPTH F.

REMOVED AT THE LIMITS OF DEMOLITION.

CAP AND ABANDON THE EXISTING UTILITY PIPES TO BE E.

UNLESS OTHERWISE NOTED.

PROTECT ALL FEATURES TO REMAIN AS NECESSARY D.

C.O. PRIOR TO WORK BEGINNING.

DEMOLITION/DECONSTRUCTION PLAN FOR APPROVAL BY

DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN AND C.

REMAIN TO ORIGINAL CONDITION AFTER CONSTRUCTION.

RESTORE ALL DISTURBED AND DAMAGED PAVEMENT TO B.

FOR SURVEY INFORMATION.

SEE C-001 FOR GENERAL NOTES AND LEGEND AND V-120 A.

SHEET KEYNOTES

A1

DEMOLITION AND EROSION CONTROL PLAN

SCALE: 1:100

BUILDING 102

BUILDING

BUILDING 260

CONCRETE

PLATFORM

CHILLER

AREA.

MAINTAIN NORMAL SECURITY AT ALL TIME INTO ADJACENT 22.

ABANDONED/CAP SANITARY LINE, RE: GENERAL NOTE E.21.

REMOVE CHILLER DISCHARGE PIPING, RE: MD101.20.

CONTROL PANEL AND CABLES.

LOCATE AND REMOVE SAN SEWER LIFT STATION ELECTRICAL 19.

UNTIL NEW LINE IS INSTALLED.

CONNECTION AT LIMITS OF DEMOLITION FOR ACTIVE SERVICE

REMOVE 50 mm WATER LINE. PROVIDE TEMPORARY 18.

RELOCATED STRUCTURE, SEE CU401.

DEMOLISH AND RECONNECT/EXTEND CONDUITS TO NEW 17.

AND ASSOCIATED BOLLARDS AFTER NEW LINE IS IN SERVICE.

HYDRANT IS IN SERVICE. DEMOLISH FIRE HYDRANT, VALVES,

PROTECT FROM DEMOLITION UNTIL INSTALLATION OF NEW 16.

AND FIXTURES. RE: ED101 FOR ADDITIONAL INFORMATION.

DEMOLISH LIGHT POLE, FOUNDATION, ELECTRICAL CABLES 15.

CCTV TO BE RE-ROUTED. SEE PLAN SHEET T-101.14.

FINISH GRADE RE: CG201 FOR FINISH RIM ELEVATION.

ELECTRICAL MANHOLE STRUCTURE TO REMAIN, ADJUST TO 13.

DEMOLISH BUILDING 102 AND FOUNDATION.12.

PROTECT GRATE WITH SEDIMENT BAGS, RE: A7/CD501.11.

DEMOLITION. BACKFILL TO GRADE.

TANK, AND ASSOCIATED ITEMS UP TO THE LIMITS OF

DEMOLISH SANITARY SEWER PIPES, LIFT STATION, SEPTIC 10.

REMOVE EXISTING UTILITIES WITHIN LIMITS OF DEMO (TYP).9.

REMOVE TURNSTILE AND CONCRETE PAD.8.

PIPING, AND REFER TO SHEET MD101 FOR ADDITIONAL DEMO.

DEMOLISH CONCRETE FOUNDATION, TANK, DIKE, LADDER, 7.

PLATFORM. RE: M-101 FOR MORE INFORMATION.

CHILLERS TO REMAIN AND BE PLACED ON TOP OF NEW 6.

SUPPORTS, HARDWARE, LOCKS, AND ASSOCIATED ITEMS.

REMOVE CHAIN-LINK FENCE AND GATES INCLUDING 5.

REMOVE CONCRETE CURB WITHIN LIMITS OF DEMOLITION.4.

REMOVE GRAVEL.3.

BASE/SUBBASE AS REQUIRED FOR NEW WORK.

REMOVE AND SALVAGE CONCRETE BLOCKS. REMOVE 2.

LIMITS OF DEMOLITION.1.

C H

IL

L E

R

KEY MAP

LEGEND

SIDEWALK

DEMO PAVER

SIDEWALKS

EXISTING PAVER

DEMO CONCRETE

BE REMOVED

GRAVEL TO

SAND OR

EXISTING PLAN NORTH

DIM. NOTE & NORTH

BUILDING

SIDEWALK

PIPES AND

ENCASED UTILITY

DEMO CONCRETE

VEGETATION

REMOVE

RE: CD501

INLET PROTECTION,

BY C.O.

LOCATE AS DIRECTED

FENCE, RE: E1/CD501.

CONSTRUCTION

THIS SHEET

50 mm m m m m m m m m

UTILITY PIPES - FOS LINE

DEMOLISH 50mm FUEL

:3

-M a r-

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

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2 A1

RAILING DETAILS

NTS

E1

SPLASH BLOCK DETAIL

NTS

E6

ANCHOR IN CONCRETE DETAIL

SCALE: NTS

IV, CLASS C, GRADE 3.

USE EPOXY CONFORMING TO ASTM C 881, TYPE 7.

WIDER THAN BOLT DIAMETER.

DRILL CONCRETE HOLE FOR ANCHOR 3MM 6.

ROUND WASHER.5.

ASTM A 588, FULLY THREADED.

ANCHOR BOLT, SIZE M16 X 2mm THREAD SIZE, 4.

SHARP EDGES.

CORROSION RESISTANCE. GRIND DOWN ANY

CONFORMING TO ASTM A 588 ATMOSPHERIC

318mm SQUARE STEEL PLATE 10mm THICK, 3.

A6.

WELD AT BASE OF POST AND STEEL PLATE, ASTM 2.

HANDRAIL AS NOTED.

100 X 100 X 5 METAL POST OR PIPES FOR 1.

KEYNOTES:

RESIN.

FOR MIXING, APPLYING, AND CURING EPOXY

FOLLOW MANUFACTURER RECOMMENDATIONS C.

COMPLETELY DRY BEFORE APPLYING EPOXY.

PRESSURE WATER, COMPRESSED AIR, AND LET

THOROUGHLY CLEAN DRILLED HOLE WITH B.

A588.

USE STEEL MATERIALS CONFORMING TO ASTM A.

NOTES:

ELEVATION VIEW

A

CONCRETE SLAB

GUARD POST ON

SECTION "C"

A8

BOLLARD DETAIL

NTS

AREA OR PAVER SIDEWALK

GUARD POST ON NON-PAVED

MIN 200MM EMBEDMENT

EXPANSION ANCHORS (ZINC PLATED)

4-M20 DRILLED-IN HEAVY DUTY 4.

SIDE)

2-12MM DIA DRAINAGE HOLES (ON EACH 3.

STEEL PLATE

WELDED TO 250X250X12 GALVANIZED

GALVANIZED POST CONTINUOUSLY

HSS 219MM OD x 6MM HOT DIPPED 2.

CONCRETE, PAINTED RED.

CONVEX, FILL SOLID WITH 25.7 MPa 1.

KEYNOTES:

PAINT WHITE (TYP). 11.

PAINT RED (TYP.).10.

GALVANIZED POST

HSS 219MM OD x 6MM HOT DIPPED 9.

COMPRESSIVE STRENGTH AT 28-DAY

CONCRETE ENCASEMENT, 25.7 MPa 8.

FINISH GRADE7.

NON-SHRINK NON-FERROUS GROUT6.

CONCRETE SLAB5.

A4

STAIR STEPS AND LANDING DETAILS

NTS

TYP.

EXPANSION JOINT, ASTM D 994 OR ASTM D 1751 TYPE I,

19mm WIDE, FULL LENGTH AND DEPTH PREFORMED 4.

3.

2.

FOR DETAILS

1.

KEYNOTES:

ALL SURFACE SLOPED 1.5% FOR DRAINAGE AS SHOWN.D.

TYP.

MINIMUM INSIDE BENDING DIAM. PER IBC STANDARDS., C.

DAYS

CONCRETE 25.7 MPa COMPRESSION STRENGTH AT 28-B.

OTHERWISE NOTED

STEEL REINFORCEMENT CLEAR COVER 50mm EXCEPT A.

NOTES:

B-

SECTION "B" THICK, TYP.

AND 150mm SQUARE PLATE, 8mm

RE: E6/CS501. USE 150mm BOLTS

WALL, SPACED @ 1500 MAX.,TYP.

MOUNTING PLATE ANCHORED TO 7.

POST, TYP.

MOUNTED TO EACH GUARDRAIL

6.

SQUARE PLATE, 8mm THICK, TYP.

USE 150mm BOLTS AND 150mm

ANCHORS TYP., RE: E6/CS501. 5.

ASTM A6.

BETWEEN HANDRAIL AND POSTS,

3mm MIN. WELD ALL AROUND 4.

SPACING OR AS SHOWN

3.

2.

POSTS AND SPACED AS SHOWN

RAILINGS WELDED TO EACH

1.

KEYNOTES:

E4

ABA RAMP CROSS SECTION

NTS

SQUARE PLATE, 8mm THICK, TYP.

RE: E6/CS501. USE 150mm BOLTS AND 150mm MAX.,TYP.

MOUNTING PLATE ANCHORED TO WALL, SPACED @ 1500 7.

POST, TYP.

6.

SQUARE PLATE, 8mm THICK, TYP.

ANCHORS TYP., RE: E6/CS501. USE 150mm BOLTS AND 150mm 5.

ASTM A6.

3mm MIN. WELD ALL AROUND BETWEEN HANDRAIL AND POSTS, 4.

3.

2.

EACH POSTS AND SPACED AS SHOWN

1.

KEYNOTES:

ANCHOR DETAIL

SECTION "A"

CROSS SECTION

1, 4

WALL MOUNTED

HAND RAIL

1.5% SLOPE

PLAN

SECTION

BLOCK.

RE: CG201 FOR LOCATIONS OF SPLASH 4.

1.5% SLOPE3.

CONCRETE SPLASH BLOCK2.

DOWNSPOUT DRAINAGE1.

KEYNOTES:

C

:1

-M a r-

1.5% SLOPE

1.5% SLOPE

1.5% SLOPE TYP.

mgermain Text Box

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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US Army Corps of Engineers ®

B A

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AMENDMENT 0005

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TURNSTILE NOTES:

1. PROVIDE AN ELECTRICAL 3-ROTOR FULL HEIGHT TURNSTILE

LISTED IN THE NAVFAC APPROVED EQUIPMENT LIST (AEL).

2. TURNSTILE MUST BE COMPOSED OF CARBON STEEL. ALL

MATERIALS MUST BE HOT-DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123.

3. TURNSTILE MUST HAVE BI-DIRECTIONAL CONTROLS: IN THE

CASE OF A POWER FAILURE, OUTBOUND TRAFFIC MUST BE

SET TO "FAIL SAFE"; THE INBOUND TRAFFIC MUST HAVE A

"FAIL LOCK" MECHANISM (UNLESS OTHERWISE DIRECTED BY

THE C.O.).

4. FOR ELECTRONIC SECURITY SYSTEMS AT THE TURNSTILE,

SEE T-502, DETAIL D6.

5. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL

SURFACE.

6. ALLOW 127mm CLEARANCE ABOVE TOP OF TURNSTILE TO

REMOVE LIFT-OFF TYPE TOP COVER.

7. CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 6 mm.

SEE SLAB DETAIL ON THIS SHEET.

8. PROVIDE 3 STANDARD BARBED WIRE OVER THE TOP

CHANNEL OF TURNSTILE (BETWEEN ADJACENT POST AND

TURNSTILE/GATE) TO HINDER SCALING UNIT.

9. FOLLOW MANUFACTURER RECOMMENDATIONS FOR

SIDE-BY-SIDE INSTALLATION OF TURNSTILE AND PEDESTRIAN

GATE. PROVIDE 305mm SEPARATION BETWEEN THEM, WITH

SECURED BARS NOT EXCEEDING50 mm GAPS.

WELDED ALL AROUND (TYP.)

BOTTOM FLANGE

BOTTOM BEARING

BASE PLATE

20 mm CHAMFER

PROVIDE 300 mm CONCRETE SLAB

WITH NO. 13 REINFORCING

BARS SPACED AT 300 mm ON CENTER, EACH WAY (TYP.)

2 X Ø1290

CONDUIT

HOLES

A

SECTION "A"

2 X Ø1290

CONDUIT

HOLES

C

L

ABA GATE BOTTOM VIEW

TOP VIEW SECTION "A"

PULL HANDLE

ABA PEDESTRIAN GATE NOTES:

1. ALL DIMENSIONS ARE APPROXIMATE IN mm.

2. PROVIDE AN ABA PEDESTRIAN GATE, HOT DIPPED GALVANIZED, FULL HEIGHT WITH

MANUAL KEY OVERRIDE AS LISTED IN THE NAVFAC APPROVED EQUIPMENT LIST (AEL).

3. PEDESTRIAN GATE MUST BE COMPOSED OF CARBON STEEL. ALL MATERIALS MUST BE

HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.

4. PROVIDE CARD READER MOUNTING PLATES FOR BOTH SIDES (INBOUND AND OUTBOUND)

OF THE PEDESTRIAN GATE.

5. PROVIDE 24" LATCH GUARD, INFILL MESH, CARD READER AND ALL ASSOCIATE

COMPONENTS FOR THE CARD READER.

6. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.

7. CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 6 mm. SEE SLAB DETAIL ON THIS

SHEET.

8. PROVIDE 3 STANDARD BARBED WIRE OVER THE TOP CHANNEL OF TURNSTILE (BETWEEN

ADJACENT POST AND TURNSTILE/GATE) TO HINDER SCALING UNIT.

9. INSTALL GATE AND TURNSTILE ADJACENT TO THE TURNSTILE. FOLLOW MANUFACTURER

RECOMMENDATIONS.

10. FOLLOW MANUFACTURER RECOMMENDATIONS FOR SIDE-BY-SIDE INSTALLATION OF

TURNSTILE AND PEDESTRIAN GATE. PROVIDE 305 mm SEPARATION BETWEEN THEM, WITH

SECURED BARS NOT EXCEEDING 50 mm GAPS.

PULL HANDLE

255mm COMPACTED

AGGREGATE BASE

200mm COMPACTED

EXISTING SUBGRADE

A1

ABA PEDESTRIAN SECURITY GATE AND TURNSTILE NOTES AND DETAILS

SCALE: NTS

A8

TURNSTILE BOTTOM BEARING DETAIL

SCALE: NTS

B8

TURNSTILE AND ABA PEDESTRIAN GATE MOUNTING SLAB

SCALE: NTS

SIDE VIEW

TURNSTILE DETAILS

ABA PEDESTRIAN GATE AND TURNSTILE ELEVATION VIEW DETAILS

ABA PEDESTRIAN GATE DETAILS

500, BARS SPACED AT 100 MAX., OR AS

RECOMMENDED AND APPROVED BY C.O.

M a r

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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A1

REMOVABLE BOLLARD IN ROADWAY

SCALE: NTS

GROUND INSERT11.

DRAIN PIPE10.

PAINT WHITE (TYP).9.

PAINT RED (TYP.).8.

HSS 219MM OD x 6MM HOT DIPPED GALVANIZED POST7.

CONCRETE ENCASEMENT, 25.7 MPa COMPRESSIVE STRENGTH AT 28-DAY6.

FINISH GRADE5.

HANDLE, ALIGN ON FRONT & BACK OF BOLLARD4.

LOCKING EYE, WELDED TO GROUND INSERT3.

LOCKING EYE, WELDED TO BOLLARD2.

CONVEX, FILL SOLID WITH 25.7 MPa CONCRETE, PAINTED RED. 1.

KEYNOTES:

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C

C

C

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E

E

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W M

W M

W M

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C

C

C

E

D

T W

T W

TW

T W

TW

T W

TW

TW TW

SOCCER

COURT

W ALKW AY

LOADING

PLATFORM

NO PARKING

P A R K I N G

DRIVEWAY

P A R K I N G

DRIVEWAY

DRIVEWAY

BARRIERDELTA

SHADE

DOWN

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STORE

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STORAGE

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NSA VIG GATE

JUFFAIR GATE

P A D

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EMOSTORAGE

GEN.

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CONNEX

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CANOPY

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FUEL TANK

GENERATOR

BUILDING

MEDICAL

AMBULANCE

DOG TRAINING AREA

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SPACE

O V E R

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ID

G E

C O

N C R E T E P

A D

TOWER

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FUTURE

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

-J

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10m2m 8m6m4m0m

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PLAN NORTH

DIM. NOTE & NORTH

1:100

W E

R

R

SD

E: 2898689.373

N: 461110.869

D

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IM

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L :2 .8

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IT

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CU401

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GENERAL SHEET NOTES

SHEET KEYNOTES

A1

UTILITY PLAN - BLDG 102

SCALE: 1:100

BUILDING 102

UTILITY YARD

BUILDING 260

BUILDING

UTILITIES ARE IN CONFLICT WITH EXISTING UTILITIES.

REFER TO DETAIL E6/CU502 WHERE NEW INSTALLATION OF G.

MEASURES TO C.O. FOR APPROVAL.

CONTRACTOR TO SUBMIT FINAL EROSION CONTROL F.

DUCTBANK RESTORATION SURFACES, RE: A1/CS504.

FOR UTILITY TRENCHES, RE: E6/CU501. FOR ELECTRICAL E.

MANHOLES, AND OTHER STRUCTURES.

SEE ELECTRICAL PLANS FOR ELECTRICAL DUCTBANKS, D.

NOTES.

FUEL LOADING STATION DETAILS, CONNECTIONS, AND

SEE MECHANICAL PLANS FOR FUEL LINE AND REMOTE C.

SEE CS120 FOR LAYOUT INFORMATION.B.

SEE C-001 FOR GENERAL NOTES AND LEGENDA.

CONNECT TWO 50mm PIPES, RE: A4/CU502.16.

CONTINUATION.

INSTALL COMM LINE, REFER TELECOM PLANS FOR 15.

STORM DRAIN MANHOLE, RE: A6/CU501.14.

STORM WATER INLET, RE: A8/CU501.13.

150mm FIRE WATER LINE AND TAPPING SLEEVE, RE:E8/CU501.12.

CONTINUOUS SERVICE TO BLDG 103.

ROUTE AS DIRECTED BY C.O. AND CONNECT TO PROVIDE

INSTALL ABOVE GROUND TEMPORARY 50mm WATER LINE AND 11.

CONNECTION POINT FOR 50mm WATER LINE.10.

RELOCATE AND INSTALL 150mm WATER FIRE LINE. 9.

FIRE HYDRANT AND VALVE, RE: A7/CU502 AND C6/CU502. 8.

BOLLARDS.7.

REMOTE FILL ABOVE GROUND TANK SPILL CONTAINER.6.

AND DUCT BANK INSTALLATION DETAILS.

REFER TO ELECTRICAL PLANS FOR ELECTRICAL MANHOLES 5.

REFER TO MECHANICAL PLANS FOR CONTINUATION. 4.

ELECTRICAL PLANS.

CONDUITS AND CABLES TO EXISTING DUCTBANK, REFER TO

INSTALL ELECTRICAL MANHOLE, EXTEND AND CONNECT 3.

LIMITS OF CONSTRUCTION AT THE ROADWAY. RE: A1/CU501.

MIN. 2% SLOPE, TO UTILITY MANHOLE AND EXISTING PIPES AT

INSTALL STRUCTURE AND CONNECT FIVE 50mm PVC PIPES, 2.

PLANS FOR CONTINUATION.

BACKFLOW PREVENTOR PER PLUMBING, SEE MECHANICAL 1.

CONCRETE

PLATFORM

GRAPHIC SCALE

KEYPLAN

THIS SHEET

m m

P V

C m

V

SD

m m m m

150 mm m m

50 m m

50 m m50 m m

:5

-J a n -2

5 1/

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2:

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SOCCER

COURT

W ALKW AY

LOADING

PLATFORM

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P A R K I N G

DRIVEWAY

DRIVEWAY

BARRIERDELTA

SHADE

DOWN

HAZARDOUS

STORE

PARKING

N E X

M A R C E N T

M W

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D D

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A /N

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IS

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STAND

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c o n x co n x ge n.

SUPPLY N64

S U

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B A

CANOPY

ET N64

A

E

D

G

H

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F

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CENT

JMAST

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F

LY

O V E R R

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CANOPY

PLATFORM

ANTENNA

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JUFFAIR GATE

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EMOSTORAGE

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cabin

CONNEX

CANOPY

CANOPY

ELMR

Laydown

KOOHEJI

Laydown

P954

FUEL TANK

GENERATOR

BUILDING

MEDICAL

AMBULANCE

DOG TRAINING AREA

OPEN

SPACE

O V E R

H E A D B

R

ID

G E

C O

N C R E T E P

A D

TOWER

WATER

FUTURE

\\USQTS0-APP078\iCS_workdir\12304\509040_104\BA-474977--CU701PN-05.dwg

USQTS0-APP078$ 1/19/2022 MicroStation

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D E of Engineers ®

US Army Corps

B A

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

B A -4

20m4m 16m12m8m0m

U S A

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0+01.50 0+02.50 0+03.50 0+04.50 0+05.50 0+06.50 0+07.50 0+08.50 0+09.50 0+10.50 0+11.50 0+12.50

300mm SD-1

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2.50

3.00

3.50

4.00

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2.50

3.00

3.50

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0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012

6 M OF 300 MM @ 2.00%

S T

A

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N L E

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FL 2.143

FL 1.974

FINISH GRADE

EXISTING GRADE

3 M OF 300 MM @ 2.01%

FL 2.039

T O

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F R

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A R

E A M

A N

H O

L E

S T

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IT

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GENERAL SHEET NOTES

SHEET KEYNOTES

A1

SD-1 STORM DRAIN PLAN & PROFILE

SCALE: 1:20

SEE CS120 FOR LAYOUT INFORMATION.B.

SEE C-001 FOR GENERAL NOTES AND LEGENDA.

GRAPHIC SCALE

KEYPLAN

THIS SHEET

APPROXIMATE LOCATION

EXISTING WATERLINE

APPROXIMATE LOCATION

COMMUNICATION LINE

APPROXIMATE LOCATION

EXISTING STORM DRAIN LINE

STORM DRAIN MANHOLE, RE A6/CU5018.

STORM WATER INLET, RE A8/CU5017.

EXISTING STORM WATER LINE6.

EXISTING WATER LINE5.

EXISTING COMMUNICATION LINE4.

SIDEWALK3.

UTILITY YARD2.

STAIRCASE1.

:2

-M a r-

APPROXIMATE LOCATION

EXISTING FIRELINE

1/

/2

2:

:0

UP

SWITCHGEAR

ROOM

GENERATOR

ROOM

UTILITY

YARD

CBA.2AYCYBYA

Y4

Y3

Y2

Y1

177177

177177

444040002100 2100

EQEQEQ1640 1640

PSB

A5

A-301

C5

A-301

A4

A-301

152152

153153

153153

CBA.2AYCYBYA

Y4

Y3

Y2

Y1

4%

112112

A1

A-301

A2

A-301

E7

A-503

17521296

185185

EQUIPMENT

PLATFORM

8%

8%

8%

8%

8%

PSB

LIGHT FIXTURE; REFER TO ELECTRICAL

DRAWINGS.

SUPPLY AIR DIFFUSERS; REFER TO

MECHANICAL DRAWINGS.

RETURN AIR GRILLE; REFER TO

MECHANICAL DRAWINGS.

EXIT LIGHT FIXTURE; REFER TO

ELECTRICAL DRAWINGS.

SPRINKLERS, SMOKE DETECTORS, AND

SPEAKER STROBES; REFER TO FIRE

PROTECTION DRAWINGS.

REFLECTED CEILING PLAN

LEGEND

ROOF PLAN LEGEND

ROOF PAVERS GRAVEL BALLAST

GRATING, REFER TO

STRUCTURAL

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A C

YC

Y1

262 - RM 121

UTILITY

YARD

B

T

US Army Corps of

Engineers ®

SHEET ID

U S

A R

M Y

C O

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File Path:

Plot Date:

M A

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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C I5

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-1

AMENDMENT 0005

1 : 100 A2

BLDG 102 - REFLECTED CEILING PLAN

1 : 100E2

BLDG 102 - ROOF & EQUIPMENT PLATFORM PLAN

111 ROOF CRICKET

112 GRAVEL BALLAST 250mm AROUND ROOF PERIMETER

130 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

141 LIGHT FIXTURE, REFER TO ELECTRICAL

150 GALVANIZED STEEL STAIR, PAINTED; REFER TO STRUCTURAL

152 GRATING; REFER TO STRUCTURAL

153 600mm X 600mm X 50mm PRECAST LIGHT WEIGHT CONCRETE

ROOF PAVERS

154 1220mm X 1220mm ROOF HATCH; REF F4 AND F7/A-503

158 200mm x 305mm SCUPPER AND PREFINISHED METAL

COLLECTOR HEAD AND DOWNSPOUT, REFER TO A4/A503.

164 CHILLER ON EQUIPMENT PLATFORM; REFER TO MECHANICAL

167 200mm X 305mm OVERFLOW SCUPPER; REF C4/A503

176 ROOF ACCESS LADDER; REFER TO C1/A-502

177 EXPOSED STRUCTURE; PAINTED

182 PAINTED GUARDRAIL; REFER TO STRUCTURAL

185 EQUIPMENT PLATFORM; REFER TO STRUCTURAL

187 305mm HANDRAIL EXTENSIONS

189 PREFINISHED METAL PARAPET CAP

A COORDINATE AND VERIFY ALL DIMENSIONS OF ROOF

CURBS WITH MECHANICAL EQUIPMENT AND CERTIFIED

SHOP DRAWINGS OF PURCHASED EQUIPMENT

B REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING

PROTECTION PLAN AND DETAILS.

C UTILIZE LIGHT WEIGHT CONCRETE PAVERS BALLAST TO

COVER ENTIRE ROOF

D APPLY GRAVEL BALLAST AROUND PERIMETER OF ROOF AT

250mm FROM PARAPET WALL. INCLUDE PENETRATIONS

AND ALL AREAS THAT A FULL PAVER TILE CANNOT FIT;

REFER TO SHEET C1/A-502

E REFER TO SHEET A-502 FOR ROOF DETAILS

A REFER TO A-110 FOR FLOOR PLANS

B REFER TO A-601 FOR PARTITION TYPES

C AT CONDITIONS WHERE LIGHTS, SPRINKLERS, OR

OTHER DEVICES ARE COINCIDENT ON PLAN, FIXTURES

ARE AT DIFFERENT LOCATIONS. REFER TO ELECTRICAL

AND FIRE PROTECTION FOR FIXTURE MOUNTING

HEIGHTS

D EXPOSED STRUCTURE TO BE PAINTED

E REFER TO STRUCTURAL FOR LOUVER ROUGH OPENING

SIZES AND LOCATIONS

SHEET KEYNOTES

GENERAL SHEET NOTESGENERAL SHEET NOTES - ROOF

R

E V

IS

E

D I

W A

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D M

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1/

/2

2:

:0

M

M

CONC. PARAPET

GRAVEL BALLAST

PRECAST PAVERS

GRAVEL BALLAST

EXHAUST

CONC. PARAPET

250MM.

COUNTER FLASHING

FLASHING

INSULATION

BASE SHEET

EQUIPMENT HOOD

ROOF SEALANT

EQIPMENT CURB

GALVANIZED

STEEL CANT STRIP

ROOF DECK

ROOFING

MEMBRANE

FLASHING

M

IN

GRAVEL BALLAST

PREFABRICATED COPING

ANCHORED TO CONC WALL250

CAST IN PLACE

CONCRETE

PARAPET WALL

DIRECT BOND CEMENT

PLASTER SYSTEM

METAL LATH

EXTERIOR

SHEATHING

RIGID BOARD

INSULATION

SLOPE

CONTINUOUSLY TAPE

TOP EDGE OF

MODIFIED CEMENT

WATERPROOFING TO

UNDERSIDE OF

ANGLE WITH BARRIER

FLASHING TAPE

150mm WIDE GALV

BENT PLATE

SEALANT

(BOTH SIDES)

G A

P

REGLET

FLASHING

STONE BALLAST KEEP STONE

CLEAR OF SCUPPER, TYP.

BASE SHEET

INSULATION

200X305mm 16 GA.

GALV METAL SCUPPER

SET IN ROOF CEMENT

FLASHING

ROOF DECK

METAL DAM

NOTCHED FOR

DRAINAGE

ROOFING

MEMBRANE

DIRECT BOND

CEMENT PLASTER

CONT BACKER ROD

AND SEALANT

ALUM. DRAIN STRAINER/COVER

150X300mm LEADER

WITH HEAD 100MM X

150MM DOWNSPOUT

WHERE SHOWN ON

BLDG ELEVATIONS

STAINLESS STEEL

FLAPPER CAP

DOUBLE WALL STL

PIPE W/ OUTER WALL

OF STAINLESS STEEL

TEMPERATURE

APPROPRIATE SEALANT:

TOOL TO FACILITATE

WATER RUN OFF

DRAW BAND

PREFABRICATED 22

GA STAINLESS STEEL

COVER

REGLET AND

COUNTERFLASHING

TERMINATION BAR

ROOFING MEMBRANE

92mm 20 GA STL STUDS W/ 16mm ROOF COVER

BD - EA SIDE

CONC ROOF DECK; REFER STRUCT.

100mm HIGH

TEMPERATURE

INSULATION

16 GA STAINLESS

STEEL SLEEVE - DO

NOT ATTACH TO

PIPE

NOTE:

1. PROVIDE THICKENED MEMBRANE AT PRECAST WALKWAY PADS (1524mm) AROUND BOILER AND EXHAUST STACKS.

2.VERIFY DIAMETER AND HEIGHT OF PIPE ABOVE ROOF WITH GENERATOR AND BOILER REQUIREMENTS.

R

E F

E R

T O

M E

C H

A N

IC

A

L

CONCRETE PAVER W/

MEMBRANE

PROTECTION SHEET

ROOF SYSTEM

CONT 305mm WIDE 20

GA GALV SHEET METAL

BACKER PLATE

A-502/E7WIND CLIPS AT

EACH CORNER

20 GA

GALVANIZED

PLATE

GASKETED FASTENERS

CONT 102mm WIDE 22

GA GALV PLATE

CONT STRIPS OF

SELF HEALING

UNDERLAYMENT

AIR SPACE AND

PIPE GUIDES

GRAVEL BALLAST

GALVANIZED STEEL BRACKETS

ANCHORED TO ROOF HATCH

SELF CLOSING GATE

ALUMINUM POST SUPPORTS

ANCHORED TO ROOF HATCH

1070mm ABOVE THE

ROOF SURFACE

OR DECK

ALUMINUM

POST HINGE

STAINLESS STEEL

TORSION ROD

ALUMINUM GATE HINGE

NOTE: RAILING AND POSTS TO BE 32mm

FIBERGLASS REINFORCED POLYMER, UV

RESISTANT, AND FIRE RETARDANT;

PAINTED SAFETY YELLOW. ROOF HATCH

SAFETY RAIL SYSTEM SATISFIES THE

REQUIREMENTS OF OSHA 29 CFR 1910.29

AND MEETS OSHA STRENGTH

REQUIREMENTS.

CAP FLASHING MEMBRANE,

LAP FLASHING MEMBRANE

102mm MIN

FULLY ADHERED TPO

ROOFING SYSTEM

CONCRETE ROOF DECK,

REFER STRUCTURAL

38 1220 AT ROOF ACCESS HATCH 38 PREFABRICATED INSULATED

SINGLE DOOR ROOF HATCH

WITH INTEGRATED RAILING

MISCELLANEOUS

STEEL FRAMING

M

IN

TPO FLASHING MEMBRANE,

EXTEND TO 203mm HEIGHT MIN.

PREFABRICATED INSULATED

METAL ROOF CURB

PROTECTION BOARD

PER MANUFACTURERS

REQUIREMENTS

LADDER WALL BRACKET, ANCHORED

TO CONC STRUCTURE. COORDINATE

ANCHOR PLACEMENT SO THAT IT

DOES NOT DAMAGE STRUCTURAL

REINFORCEMENT.

ROOF ACCESS

LADDER

EXTENDABLE

RAILS

EXPANSION

ANCHOR

A7/A-502

PREFABRICATED 22

GA STAINLESS

STEEL COVER

DOUBLE BAND

OF SILICONE

EACH SIDE

SHEET METAL

FASTENER

REGLET

FLASHING

STONE BALLAST

KEEP STONE CLEAR

OF SCUPPER, TYP.

BASE

SHEET

INSULATION

200X305mm 16 GA.

GALV METAL

SCUPPER SET IN

ROOF CEMENT

FLASHING

ROOF

DECK

ROOFING

MEMBRANE

DIRECT BOND

CEMENT PLASTER

25mm STAINLESS

STEEL TRIM

GALV STL

CANT STRIP

CONT J-TRIM AROUND

PENETRATION

CONT SEALANT ALL

AROUND PERIMETER

REFER TO SPECIFIC

DETAILS FOR REGLET

FLANGE

CONFIGURATIONS

PROVIDE CONT 305mm

WIDE X 20 GA STRAP AT

CONDITIONS WHERE

STEEL STUDS WITH

16mm ROOF COVER

BOARD UNITS ARE

USED

GASKETED FASTENERS

AT 305mm OC

SHEET METAL TWO PIECE

REGLET AND COUNTER

FLASHING SYSTEM

FASTENERS WITH ANCHOR

DISCS AT 305mm OC MAX

OR CONT TERMINATION

BAR

WIND CLIPS AT 760mm

OC

CONT BATTEN STRIP WITH

FASTENERS AT 305mm OC

MAX

M

IN

CONT 102mm WIDE 22

GA GALV PLATE

S M

US Army Corps of

Engineers ®

SHEET ID

U S

A R

M Y

C O

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IN

E

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File Path:

Plot Date:

M A

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D E

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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B A

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AMENDMENT 0005

SCALE 1 : 25C1

ROOF BALLAST LAYOUT DETAIL

SCALE 1 : 5E4

STANDARD ROOF CURB DETAIL

SCALE 1 : 5E1

TOP OF PARAPET DETAIL

SCALE 1 : 5A1

NOT USED

SCALE 1 : 5A4

SCUPPER/WATER SPOUT DETAIL

SCALE 1 : 8A7

GENERATOR EXHAUST DETAIL

SCALE N.T.S.F4

INTEGRATED RAILING AT HATCH

SCALE : NTSF7

TYPICAL ROOF ACCESS HATCH

SCALE 1 : 8E7

ROOF PENETRATION COVER PLAN

SCALE 1 : 5C4

SCUPPER OVERFLOW DETAIL

SCALE 1 : 5F1

REGLET AND COUNTERFLASHING

R

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IS

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1/

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2:

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DOOR AS

SCHEDULED

PARTITION AS

SCHEDULED; REFER

TO PARTITION TYPES

CAST IN PLACE

CONCRETE WALL,

REFER TO STRUCT.

FILL HM FRAME

WITH BATT INSUL.

SHIM, BACKER ROD,

AND SEALANT BOTH

SIDES

CONT. SHEET MTL

FLASTING W/ DRIP

EDGE

DIRECT BOND

PORTLAND CEMENT

PLASTER ON CONCRETE

150mm MTL. STUD

HEADER

50 100 50

D O

O R

H E

IG

H

S C

H E

D U

L E

D

FILL W/ EXPANSIVE

FOAM INSUL.

FLUID APPLIED AIR BARRIER

AIR BARRIER

FLASHING TAPE

RIGID BOARD INSUL.

PARTITION AS

SCHEDULED; REFER

TO PARTITION TYPES

CAST IN PLACE

CONCRETE WALL,

REFER TO STRUCT.

JAMB ANCHOR

RIGID BOARD

INSULATION

DOOR AS

SCHEDULED

FILL HM FRAME WITH

BATT INSULATION

SHIM, BACKER ROD, AND

SEALANT BOTH SIDES

50 100 50

D O

O R

H E

IG

S C

H E

D U

L E

D

FLUID APPLIED AIR

BARRIER

A S

S C

H E

D D

O O

R H

E

IG

H T

DOOR AS

SCHEDULED

NEOPRENE

DOOR SWEEP

THRESHOLD SET IN

FULL BED OF SEALANT

NOT MORE THAN 13mm

ON EITHER SIDE

FINISH FLOOR, AS

SCHEDULED

ALUMINUM THRESHOLD,

AS SCHEDULED

DOOR AS

SCHEDULED

CAST IN PLACE

CONCRETE WALL,

REFER TO STRUCT.

FILL HM FRAME

WITH BATT

INSULATION

SHIM, BACKER

ROD, AND SEALANT

BOTH SIDES

50 100 50

D O

O R

H E

IG

S C

H E

D U

L E

D

DIRECT BOND

PORTLAND

CEMENT PLASTER

SYSTEM

SHEET METAL CONT.

FLASHING W/ DRIP

EDGE TYP.

RAIN DRIP

AIR BARRIER

FLASHING TAPE

DOOR AS

SCHEDULED

CAST IN PLACE

CONCRETE WALL,

REFER TO STRUCT.

FILL HM FRAME WITH

BATT INSULATION

JAMB ANCHOR

SHIM, BACKER

ROD, AND SEALANT

BOTH SIDES

50 100 50

D O

O R

H E

IG

S C

H E

D U

L E

D

DIRECT BOND

PORTLAND CEMENT

PLASTER SYSTEM

SHEET METAL

JAMB FLASHING

WITH SEALANT

FLUID APPLIED AIR

BARRIER

D O

O R

H E

IG

H

T A

S S

C H

E D

ALUMINUM FRAME

DOOR AS

SCHEDULED

CONCEALED AUTOMATIC

DOOR BOTTOM

FINISH FLOOR

W

IN

D O

W H

E

IG

S

C H

E D

U L

E D

90 MIN WALL VIEW

PANEL AS

SCHEDULED

PARTITION AS

SCHED; REFER TO

PARTITION TYPES

CMU WALL; REFER

TO STRUCT.

SHIM, BACKER

ROD, AND SEALANT

BOTH SIDES

100mm RIGID

BOARD INSUL.

90 MIN. RATED HOLLOW

MTL. WINDOW SYSTEM

150mm MTL. STUD

HEADER

CAST-IN-PLACE

CONCRETE, REFER

TO STRUCT.

SHIM, BACKER ROD,

AND SEALANT BOTH

SIDES

ALUM. CLIP ANGLE;

PROVIDE GASKET TO

SEPERATE DISSIMILAR

MATERIALS

ALUMINUM LOUVER,

REFER TO MECH.

BIRD SCREEN

L O

U V

E R

H E

IG

S C

H E

D U

L E

D

LOUVER

ACCESSORIES,

REFER TO MECH.

CONT. SHEET

MTL. FLASHING

W/ DRIP EDGE

TYP.

PLASTER

TRIM

PLENUM; REFER

TO MECH.

AIR BARRIER

FLASHING

TAPE

FLUID

APPLIED AIR

BARRIER

W

IN

D O

W W

ID

S C

H E

D U

L E

D

90 MIN RATED GLAZING

AS SCHEDULED

HOLLOW METAL FRAME

WINDOW SYSTEM

CMU WALL; REFER

TO STRUCT.

SHIM, BACKER ROD,

AND SEALANT BOTH

SIDES

100mm RIGID

BOARD INSULATION

METAL STUD

FRAMING

PREFINISHED

METAL SILL

FLASHING

SHIM, BACKER

ROD, AND

SEALANT

BOTH SIDES

ALUM. LOUVER,

REFER TO MECH.

BIRD SCREEN

L O

U V

E R

H E

IG

H

T A

S S

C H

E D

U L

E D

LOUVER

ACCESSORIES,

REFER TO MECH.

SHIM, BACKER

ROD, AND

SEALANT BOTH

SIDES

ALUM. CLIP ANGLE;

PROVIDE GASKET TO

SEPERATE DISSIMILAR

MATERIALS

PREFINISHED

SINGLE SKIN

METAL PANEL

RAINSCREEN

FILL W/ EXPANSIVE

FOAM INSUL.

BACKER ROD AND

SEALANT, BOTH SIDES

FLUID APPLIED

AIR BARRIER

PLASTER

TRIM

SHIM, BACKER

ROD, AND SEALANT

BOTH SIDES

ALUM. LOUVER,

REFER TO MECH.

BIRD SCREEN

L O

U V

E R

W

ID

S

C H

E D

U L

E D

LOUVER

ACCESSORIES,

REFER TO MECH.

CAST-IN-PLACE

CONCRETE, REFER

TO STRUCT.

DIRECT BOND

PORTLAND

CEMENT STUCCO

SYSTEM FLUID APPLIED AIR

BARRIER

PLENUM, REFER

TO ELEC. & MECH.

W

IN

D O

W H

E

IG

S

C H

E D

U L

E D

SHIM, BACKER ROD,

AND SEALANT BOTH

SIDES

90 MIN RATED HOLLOW

MTL. WINDOW SYSTEM

90 MIN RATED

GLAZING AS SCHED.

SEALANT

MTL STUD

FRAMING

RIGID BOARD

INSULATION

CMU WALL;

REFER TO

STRUCT..

16mm GYP BD

D O

O R

W

ID

S

C H

E D

U L

E D

50 50

HOLLOW METAL

FRAME, FILL

SOLID WITH

GROUT

DOOR AS

SCHEDULED

JAMB ANCHOR

SHIM, BACKER

ROD, AND SEALANT

BOTH SIDES

CMU WALL,

GROUT SOLID

REFER TO PLANS

100mm RIGID BD

INSULATION

D O

O R

H E

IG

S C

H E

D U

L E

D

50 50

SHIM, BACKER ROD,

AND SEALANT BOTH

SIDES

HOLLOW METAL

FRAME, FILL SOLID

WITH GROUT

DOOR AS

SCHEDULED

RE: PLANS

PARTITION AS

SCHEDULED; REFER

TO PARTITION TYPES

100mm RIGID BOARD

INSULATION

150mm MTL. STUD

HEADER

CAST-IN-PLACE

CONCRETE, REFER

TO STRUCT.

SHIM, BACKER

ROD, AND

SEALANT

BOTH SIDES

CONT.

SHEET MTL.

FLASHING

PLASTER

TRIM

LOUVER AS

SCHEDULED

DIRECT BOND

PORTLAND CEMENT

STUCCO SYSTEM

S M

US Army Corps of

Engineers ®

SHEET ID

U S

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File Path:

Plot Date:

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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AMENDMENT 0005

SCALE 1 : 5E5

HEAD DETAIL- DOOR

SCALE 1 : 5C5

DOOR JAMB DETAIL

SCALE 1 : 5A5

THRESHOLD DETAIL

SCALE 1 : 5E9

EXT DOOR HEAD DETAIL

SCALE 1 : 5C9

EXTERIOR DOOR JAMB

SCALE 1 : 5A7

THRESHOLD DETAIL

SCALE 1 : 5E1

HEAD DETAIL - WINDOW

SCALE 1 : 5E3

HEAD DETAIL - LOUVER

SCALE 1 : 5C1

JAMB DETAIL - WINDOW

SCALE 1 : 5A3

SILL DETAIL - LOUVER

SCALE 1 : 5C3

JAMB DETAIL - LOUVER

SCALE 1 : 5A1

SILL DETAIL - WINDOW

SCALE 1 : 5C7

JAMB DETAIL - CMU WALL

SCALE 1 : 5E7

HEAD DETAIL - CMU WALL

SCALE 1 : 2A9

DETAIL @ JOINT

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