W9127821R0051 AM03 DRAWINGS.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

FY-21 AIRMAN LEADERSHIP SCHOOL FACILITY

NE 20 1

HF20005

21R0051

AMENDMENT NO. 0003

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US Army Corps of Engineers

AMENDMENT NO. 0003

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TABLE 1: DISCIPLINE DESIGNATOR

WATERLINE

SANITARY SEWER

FIRE HYDRANT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

DRILL HOLE

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

MANHOLE SELF EXPLANATORY

DEPENDING ON TYPE OF UTILITY LINE

GATE VALUE & VALVE BOX

OR SERVICE STOP & BOX

UNDERGROUND STEAM SUPPLY GAS METER

SD

W

SS

WD

PIV

US

G

F

GAS MAIN

N 98.8

E 59.7

NORTHING - EASTING LABEL

CORE BORING LOCATION

SILT FENCE BARRIER

OBJECT MARKER

SIGN

CABLE BARRIER

CLEARING AND GRUBBING

CONSTRUCTION LIMIT

TREE LINE

NOTE: SHEET GRID COLUMN AND ROW LOCATION REFER TO THE

LETTERS AND NUMBER WHICH OCCUR ON LEFT SIDE AND TOP

OF BORDER.

CONCRETE VALLEY GUTTER

ASPHALT OR GRAVEL PAVEMENT REMOVAL

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 1)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

DETAIL NUMBER

SHEET NUMBER OF DWG. WHERE

DETAIL IS SHOWN

C-501

X

SCALE:G7

DETAIL/SECTION / ELEVATION TITLE

SHEET GRID ROW LOCATION

SHEET GRID COLUMN LOCATION

1. RADII ARE SHOWN AT THE EDGE OF TRAVEL WAY (ETW).

2. DIMENSIONS TO GUTTER ARE MEASURED TO THE EDGE

OF ASPHALT PAVEMENT.

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

STORM DITCH FLOW DIRECTION

PAVEMENT MARKING REMOVAL

NEW WORK LEGEND

NEW WORK & PAVEMENTS HATCH LEGEND

SYMBOL IDENTIFICATION

SURVEY / EXISTING CONDITIONS LEGEND

CS101

SHEET NAMING LEGEND

SITE LAYOUT NOTES

GENERAL NOTES

DEMOLITION / REMOVAL LEGEND

SAMPLE SHEET NAME:

SILT FENCE

X X X X

SAFETY FENCE

SEDIMENT TRAP

CONSTRUCTION

ENTRANCE

INLET PROTECTION

CHECK DAM WATTLE

BMP LEGEND

4" UNREINFORCED CONCRETE PAVEMENT

TREE REMOVAL

J D

E F

A L C

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N E

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C d w g

C-003

TREE

C COMM. MANHOLE / PULLBOX

EXISTING ELEVATION

S SANITARY MANHOLE

BOLLARD

GROUND LIGHT

POLE LIGHT

POWER POLE

D DRAINAGE MANHOLE

GUY WIRE

GAS VALVE

FIRE HYDRANT

WATER VALVE

CONTROL POINT

CO SANITARY CLEANOUT

D DRAINAGE INLET

CENTERLINE ROADWAY

UNDERGROUND COMMUNICATION LINE

OVERHEAD/UNDERGROUND ELECTRICAL LINE

STORM DRAIN

SANITARY SEWER

WATER LINE

NATURAL GAS LINE

HAUL ROUTE

GI INDEX/LEGEND SHEETS

C- CIVIL GENERAL

VF EXISTING CONDITIONS

V- SURVEY MONUMENTATION

CD CIVIL DEMOLITION

CS CIVIL SITE

CG CIVIL GRADING

CP CIVIL PAVING

CU CIVIL UTILITY

EXISTING BUILDING

TYPE III BARICADE

DRIP LINE

CONTOUR

SIGN

COMMx

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WL

SAN

SDx

E

VEGETATION PLAN LEGEND

SOLID SOD

TREE PROTECTION

SEEDING

CONTACTOR STAGING AREA

6" UNREINFORCED CONCRETE PAVEMENT

CONCRETE SIDEWALK OR PCC SLAB

AGGREGATE DRIVE

EXISTING BUILDING

OR

PAVEMENT MARKINGS

PROJECT LIMITS

PAVEMENT MARKINGS

ASPHALT PAVEMENT

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D 7/

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CORNER

POST

BRACE

TRUSS

ROD

2" DIA. TUBULAR STEEL BASE (2' X 3') WITH

18" TO 24", 1-1/2" DIA. POST (TYPICAL)

CHAIN LINK

FABRIC

TENSION WIRE

TENSION WIRE

LINE

POST

10.0' MAXIMUM

MULTIPLES OF 10.0'

MAXIMUM

END BAY

CORNER

POST

BRACE

TRUSS

ROD

RUBBER TIRE

FILLED WITH CONCRETE

(TYPICAL)

CHAIN LINK

FABRIC

TENSION WIRE

TENSION WIRE

LINE

POST

10.0' MAXIMUM

MULTIPLES OF 10.0'

MAXIMUM

END BAY

NOTES:

1. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH

BROWN UV RESISTANT FABRIC. PROVIDE PROPER

ANCHORAGE OF THE FABRIC TO THE FENCE.

NOTES:

1. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH

BROWN UV RESISTANT FABRIC. PROVIDE PROPER

ANCHORAGE OF THE FABRIC TO THE FENCE.

2. TEMPORARY CHAIN-LINK CONSTRUCTION FENCE IN PAVED

AREAS SHALL NOT BE USED FOR SECURITY FENCING.

NONPAVED AREASPAVED AREAS

SCALE: N.T.S.A4

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

ELEVATION

WELDED TUBULAR STEEL BASE

SUPPORT POSTS

1-1/2" OD MAX.

M I N

TEMPORARY

FENCE PANELS

2" OD, WELDED

TUBULAR STEEL

BASE, TYP.

N

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SCALE: N.T.S.A1

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

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US Army Corps of Engineers

AMENDMENT NO. 0003

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W20-4

W20-7A

W20-4

W20-7A

EXISTING EDGE

OF ROADWAY

EXISTING ROAD

WORK AREA

300' 300' 50'-100'

300' 300'

EXISTING EDGE

OF ROADWAY

50'

18"

DIAMETER

l b s

TUBULAR NON-FIXED

MARKER TO BE USED

DURING DAYLIGHT ONLY

CONES

PLASTIC

DRUMS

M i n

RETROREFLECTIVE

SURFACE

HIGH INTENSITY

FLASHER (TYPE B)

TRAFFIC FLOW DIRECTION

ADVANCE WARNING SIGN

TYPE III BARRICADE

CHANNELIZING CONES

WORK AREA

FLAGMAN

ADVISORY SIGN

TCP LEGEND

N.T.S.

SCALE: N.T.S.D1

ONE LANE CLOSURE PLAN

SCALE: N.T.S.

D5

CHANNELIZING DEVICES

TYPE III BARRICADE

8'-0"

M i n

8" to

12"

8" to

12"

8" to

12"

ROAD

CLOSED

(1) 3/8" - 16x1 3/4" STEEL HEX BOLT

(2) 1" FLAT WASHERS

(1) LOCK-WASHER

(1) 3/8" - 16 STEEL HEX NUT (TYP.)

3/4" ACX PLYWOOD PANEL

ORANGE AND WHITE

REFLECTIVE SHEETING

ASTM D4956 - TYPE OR V

1 1/2" x 1 1/2" x 1/8"

STEEL ANGLE

4'-11" LONG (TYP.)

8" x 2" x 2" x 1/8" TUBULAR STEEL

R11-2

NOTES:

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

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E: 1339678.5090

N: 546285.4529

E: 1339672.8980

N: 546193.6519

E: 1339786.5630

N: 546082.3138

E: 1339771.0648

N: 546019.5699

E: 1339729.9160

N: 546015.1518

E: 1339736.1219

N: 545968.0588

E: 1339668.7342N: 546003.7324

E: 1339619.7881

N: 546044.0029

E: 1339595.1437

N: 545982.6119

E: 1339679.3270

N: 546279.9170

E: 1339511.3686

N: 546235.2405

E: 1339585.3322

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E: 1339633.9408

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E: 1339789.5119

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E: 1339814.4625

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N: 546229.9261

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N: 546146.8160

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E: 1339789.4088

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E: 1339798.2103

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E: 1339758.3707

N: 546067.6637

E: 1339766.3540

N: 546098.4428

E: 1339775.9748

N: 546047.6288

E: 1339597.8627

N: 546018.3092

E: 1339630.4169

D5

C-006

D5

C-006

EL. 32.68

CP-1

N 546386.88

E 1339586.55

EL. 25.75

CP-2

N 546106.95

E 1339810.87

EL. 27.51

CP-3

N 546023.44

E 1339523.13

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GRAVEL

PAVEMENT

PULL UP

BARS

PINE

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BASE CHAPEL

BUILDING 868

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GRASS AREA

GRASS

ISLAND

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US Army Corps of Engineers

AMENDMENT NO. 0003

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SCALE:

30' 60'30

1"=30'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

KEYED NOTES

FULL DEPTH SAWCUT, ASPHALT PAVEMENT REMOVAL

GRAVEL PAVEMENT REMOVAL

EXISTING PARKING MARKING AND PARKING BLOCK REMOVAL

LONG LEAVE PINE REMOVAL (COORDINATE WITH JACKSON GUARD

THROUGH COR)

REMOVE NORTH DUMPSTER PAD WALL AND 2' OF PCC SLAB.

TREE TO REMAIN, NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN

THE LIMITS OF THE DRIPLINE OF THE TREE.

LIGHT POST TO REMAIN, TYPICAL

BERM TO BE REMOVED

POLE TO BE REPLACED. SEE ELECTRICAL PLANS

RAISED WOODEN STRUCTURE TO REMAIN, DO NOT DISTURB

REMOVE EXERCISE PULL UP BARS

CONTRACTOR STAGING/LAY-DOWN AREA

CLEARING/ TOPSOIL STRIPPING LIMIT

TYPE III BARRICADES WITH ROAD CLOSURE SIGNS

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CP-1

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EL. 25.75

CP-2

N 546106.95

E 1339810.87

EL. 27.51

CP-3

N 546023.44

E 1339523.13

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CURB AND

GUTTER

OAK

ASPHALT PARKING

A S

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LT

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CONC.

DUMPSTER

PAD

C

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INV. 29.56'

INV. 30.53'

INV. 30.93'

R C

P

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P

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C P

INV. 23.47'

C

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C.O.

S

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INV. 32.67'

INV. 31.55'

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WLWL

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BASE CHAPEL

BUILDING 868

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

SAN

SAN

SAN

SAN

SAN

MH 185

RIM EL = 24.24'

INV. IN = 19.10'

INV. OUT = 19.09

MH

RIM EL. = 34.55'

INV. IN = 28.77'

INV. OUT = 28.75'

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TOP EL 26.30'

A

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GRASS AREA

EX-1

EX-2

EX-3

EX-4

GRASS

ISLAND

CURB AND

GUTTER

CONC.

FLUME

CURB AND

GUTTER

N: 546185.8562

E: 1339617.8684

N: 546117.3138

E: 1339567.9779

N: 546022.6688

E: 1339697.9359

N: 546168.6883

E: 1339668.6429

N: 546087.1282

E: 1339762.0031

N: 546098.6279

E: 1339764.9314

N: 546099.0894

E: 1339775.4082

N: 546073.8285

E: 1339768.3363

N: 546205.3931

E: 1339465.4729

N: 546218.5084

E: 1339444.1485

.0

.0

T

Y

P

N: 546197.8888

E: 1339468.1301

N: 546202.7737

E: 1339469.7319

AIRMAN LEADERSHIP SCHOOL

FFE 28.00'

N: 546160.1546

E: 1339537.2185

N: 546173.2699

E: 1339515.8941

N: 546056.2993

E: 1339760.8969

N: 546044.6354

E: 1339778.7826

D5

C-006

D5

C-006

D1

CS503

A1

CS402

A1

CS505

A1

CS404

D1

CS404

E

E

E

E

E

E

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E

E

E

E

E

E

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E

E

E

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E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

D8

CS502

A1

CS401

A1

CS403

BASE

BID

BID

OPTION 1

BID

SCHED-1

BID

OPTION 1

BID

SCHED-2

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US Army Corps of Engineers

AMENDMENT NO. 0003

SHEET ID

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SCALE:

30' 60'30

1"=30'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. CONCRETE HATCH NOT SHOWN FOR CLARITY.

KEYED NOTES

SIDEWALK, 5' TYPICAL, SEE DETAILS CS502.

4" SOLID WHITE STRIPE ANGLED AT 45 DEGREES SPACED AT 18" O.C. AND

OUTLINED WITH A 4" SOLID WHITE STRIPE.

PROPOSED 20' FLAGPOLE SEE STRUCTURAL/ARCHITECTURAL DRAWINGS.

BID OPTION 1: REVEILLE PAD

STOOP SEE STRUCTURAL PLANS FOR DETAILS.

CROSS WALK SEE DETAIL CS503.

CONTRACTOR STAGING AREA

6" THICK AGGREGATE MAINTENANCE DRIVE

PEDESTRIAN GUIDERAIL SEE DETAILS ON CS504

6" CONCRETE SIDEWALK, LIMITS OF MAINTENANCE DRIVE TO THE NEAREST

JOINT.

PROVIDE PREMOLDED JOINT FILLER WITH JOINT SEALER. AT 6" TO 4"

TRANSITION

TYPE III BARRICADES WITH ROAD CLOSED SIGN

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ED

K

EY

N

O

TE

7/

2/

W

D

T

H

L

E

N

G

Q

D

N

C

O

N

D

E

W

A

L

K

T

R

A

V

W

Y

PLAN VIEW

WIDTH VARIES (SEE PLANS)

(SEE NOTE 1)

FLUSH IF ABUTS

SIDEWALK

SOLID SOD

SOLID SOD

COMPACTED SUBGRADE

4" PC CONCRETE

NOTES:

1. SIDEWALK TRANSVERSE SLOPE SHALL BE 1/8" PER FOOT MINIMUM AND 1/4" PER FOOT

MAXIMUM.

2. PROVIDE CONTRACTION JOINTS AT A DISTANCE EQUAL TO THE WALK WIDTH OR AS

INDICATED ON PLAN.

3. CONTRACTION JOINTS SHALL BE PLACED TO CREATE RECTANGULAR AREAS WITH THE

LONGEST DIMENSION NO GREATER THAN THAN 1.25 TIMES THE THE SHORTER DIMENSION.

4. PLACE TRANSVERSE EXPANSION JOINTS AT REGULARLY SPACED INTERVALS. THE SPACING

SHOULD NOT BE LESS THAN 30 FEET NOR MORE THAN 50 FEET.

5. PROVIDE EXPANSION JOINTS AT WALK RETURNS AND WHERE WALK ABUTS BUILDINGS,

CURBS AND SIDEWALKS.

6. SIDEWALKS SHALL BE 4-INCHES THICK AND SHALL BE PLACED ON COMPACTED SUBGRADE.

FOR SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS, SEE SPECIFICATION 31 00

00 EARTHWORK.

7. SIDEWALKS ADJACENT TO BUILDINGS SHALL BE CONSTRUCTED WITH THE TRANSVERSE

SLOPE SLOPING AWAY FROM THE BUILDINGS.

8. AT DOOR THRESHOLDS, SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ABA

AND NFPA REQUIREMENTS. AT PEDESTRIAN DOOR THRESHOLDS, SIDEWALKS SHALL BE AS

INDICATED ON ARCHITECTURAL DRAWINGS.

3/8" to 1/2" R

1/2"

JOINT SEALER

1/2" PREMOLDED

EXPANSION

JOINT FILLER

CONTRACTION JOINT EXPANSION JOINT

TEE INTERSECTION

LONGER RUN OF

SIDEWALK

CONTRACTION JOINT, TYP.

1/2" PREMOLDED

EXPANSION JOINT FILLER

SHALL BE PLACED

PARALLEL WITH THE

LONGER RUN OF SIDEWALK

3/8" to 1/2" R

1/8"

SCALE: N.T.S.

A1

STANDARD SIDEWALK

8"

STEEL ROD

1" DIA. x 1'-6"

2500 p.s.i. CONCRETE

ELEVATION

SECTION

2'-1"

2'-1"

6'-0"

10"8" 8"

FINISH GRADE

5" 5"

5" 5"

1/4 " RADIUS

FINISH GRADE

2-#3 BARS

1 1/2 "

6" 2"

2"

10"

TYP

1 1/2 "

5"

5"

SCALE:

A8

PRECAST CONCRETE PARKING BUMPER

SCALE:

A5

ISOMETRIC HANDICAP RAMP AND DETECTABLE WARNING

DETECTABLE WARNING,

SEE FDOT STANDARDS FOR TYPE

1'-4"

SECTION VIEW

SCALE:

E1

TYPICAL PAVEMENT PATCH DETAIL

4"

SCALE:

F5

SECTION WHERE SIDEWALK MEETS EXISTING PAVEMENT

DETECTABLE WARNING

SURFACE TACTILE PAD

SAWCUT EXISTING

PAVEMENT TO CREATE

CLEAN VERTICAL EDGE

EXISTING PAVEMENT

STRUCTURE

CONCRETE

SIDEWALK

6" GCAB

SURFACE

6" COMPACTED

SUBGRADE

SCALE: N.T.S.

D8

MAINTENANCE ACCESS DRIVE SECTION

2'-0"

6" CONCRETE

SIDEWALK

6" COMPACTED

SUBGRADE

SCALE: N.T.S.

D5

SIDEWALK SECTION AT MAINTENANCE ACCESS DRIVE SECTION

GCAB

24" PLUS WIDTH OF

PIPE O.D.

FULL DEPTH SAW CUT EDGED

STRAIGHT AND PARALLEL

24" PLUS TRENCH WIDTH

GRADED CRUSHED AGGREGATE

BASE SPECIFICATION 31 11 23

4" FDOT PAVEMENT AS

APPROVED BY THE COR

12" MIN.

TYP.

EXISTING ASPHALT

PAVEMENT, TYP.

TACK COAT,

TYP.

TACK COAT,

TYP.

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BASE THICKNESS

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US Army Corps of Engineers

AMENDMENT NO. 0003

SHEET ID

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N.T.S

N.T.S

N.T.S

N.T.S

N.T.S

A

M N

D

R

E

VI

SE

D

D

ET

AI

LS

7/

2/

3"

E

I G

S

Y M

B O

L

WIDTH OF SYM.

34"

BLUE BACKGROUND

WHITE BORDER

WHITE SYMBOL

NOTES:

1. HANDICAPPED MARKING SHALL BE

APPLIED IN ACCORDANCE WITH

M.U.T.C.D. FIGURE 3B-22.

2"X2" SQ. STL. POST

(PAINT RUSSETT

BROWN FED #30108)

30"

GRAVEL

CONCRETE

FINISH GRADE

GALVANIZED STEEL NUTS,

BOLTS AND WASHERS

12"

WHITE H.C. SYMBOL ON

BLUE BACKGROUND

COLORS:

TEXT AND BORDER - GREEN

WHITE H.C. SYMBOL ON BLUE BACKGROUND

BACKGROUND - WHITE

BACK FACE OF SIGN - BROWN

SIGN INSTALLATION

1.5"R

TYP.

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

4" WIDE BLUE

PAINT STRIPE

9' 9'9'

4" SOLID WHITE LINE

NOT TO SCALE

A5

SIGN DETAILS

SOLID PARKING STRIPE

PER SITE PLAN

24" SOLID WHITE LINE

(SEE SPECIFICATIONS)

NOT TO SCALE

D1

HANDICAP PARKING DETAIL

NOT TO SCALE

A3

HANDICAP PAVEMENT MARKING

VAN ACCESSIBLE HC PARKING

M A

X

4" WIDE BLUE

PAINT STRIPE

A3

CS503

F5

CS502

2' 2'

A5

CS506

PEDESTRIAN CROSSING

NOT TO SCALE

D6

PAVEMENT MARKING DETAILS

A3

CS503

A5

CS506

NOTE:

VAN ACCESSIBLE SIGN IS ONLY REQUIRED FOR SPACE

WITH ADJACENT 9' WIDE ACCESSIBLE ROUTE

A8

CS502

A8

CS502

CONCRETE PARKING

BUMPER, TYP.

DETECTABLE

WARNING STRIP

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US Army Corps of Engineers

AMENDMENT NO. 0003

SHEET ID

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NOTE:

INJECTION MOLDED FITTINGS ARE AVAILABLE

IN TEES, WYES, REDUCERS, 45° BENDS AND

BELL/BELL COUPLERS.

WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST)

FITTINGS ARE ALSO AVAILABLE.

*DOWNSPOUT SHALL TIE TO STORM DRAIN LINE OR

NEAREST STORM STRUCTURE

FINISHED GRADE

CLEANOUT END CAP

ADJUST GRADE PER

ENGINEERS PLAN

INJECTION MOLDED WT

45° WYE

INSERT INJECTION MOLDED,

GASKETED SPIGOT BY

BELL REDUCER

INJECTION MOLDED

WT TEE*

HDPE PIPE (TYP)

GASKETED

CONNECTION

INJECTION

MOLDED WT

90° BEND

INJECTION MOLDED

WT 45° BEND

DOWNSPOUT ADAPTER

INSERTED IN RISER

PIPE

NOTE:

INJECTION MOLDED FITTING ARE AVAILABLE

IN TEES, WYES, REDUCERS, 45° BENDS AND

BELL/BELL COUPLERS.

WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST)

FITTINGS ARE ALSO AVAILABLE.

*DOWNSPOUT SHALL TIE TO STORM DRAIN LINE OR

NEAREST STORM STRUCTURE

INJECTION MOLDED

WT TEE

INSERT INJECTION MOLDED,

GASKETED SPIGOT BY

BELL REDUCER

INJECTION MOLDED

WT TEE*

HDPE PIPE (TYP)

GASKETED

CONNECTION

INJECTION

MOLDED WT

90° BEND

DOWNSPOUT ADAPTER

INSERTED IN RISER

PIPE

ROOF DRAIN

SIZE VARIES

SEE GRADING PLANS

SEE DRAINAGE SCHEDULE

FOR ELEVATIONS.

FINISHED GRADE

CLEANOUT END CAP

ADJUST GRADE PER

ENGINEERS PLAN

ROOF DRAIN

SIZE VARIES

SEE GRADING PLANS

SEE DRAINAGE SCHEDULE

FOR ELEVATIONS.

CONT. CONC. FOOTING

SEE STRUCT. DWG. TYP.

FACE OF WALL

SEE ARCH. DWGS. TYP.

METAL DOWNSPOUT

FLEXIBLE DRAIN

ADAPTOR

CONT. CONC. FOOTING

SEE STRUCT. DWG. TYP.

FACE OF WALL

SEE ARCH. DWGS. TYP.

METAL DOWNSPOUT

FLEXIBLE DRAIN

ADAPTOR

SCALE: N.T.S.

D1

ROOF DRAIN W/ TEE CLEAN OUT

SCALE: N.T.S.

A1

ROOF DRAIN W/ WYE CLEAN OUT

SCALE: N.T.S.

A6

SINGLE CONCRETE PIPE MITERED END-SECTION

Connector

Saddle

Construction Joints Permitted

POND BOTTOM

Sta./Offset Location

TOP VIEW-SINGLE PIPE

SECTION

N M

GFECBAXD

Single

Pipe

Double

Pipe

Triple

Pipe

Quad

Pipe

12" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63' 1.19'2'-7" 4.0' 0.76 1.16 1.54 1.94

H

1'

M

D

W i d t h

A b o v e

G

A

C

B

D

2'

Not < Than D

6"

E

F

3'

N

1'

M i n

H

6"

CONCRETE (CY)

Concrete

Pipe

MAINTAIN SAME CROSS-SECTIONAL AREA

AS DOWNSPOUT TO THE NEAREST SIZE PIPE.

6" MIN. PIPE.

MAINTAIN SAME CROSS-SECTIONAL AREA

AS DOWNSPOUT TO THE NEAREST SIZE PIPE.

6" MIN. PIPE.

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US Army Corps of Engineers

AMENDMENT NO. 0003

SHEET ID

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01_LEVEL_FF

0"

GRID

2'

0"

SE

E

SC

H

ED

U

LE

CONT. MOISTURE

BARRIER, TYP.

6" CAPILLARY

MATERIAL, TYP.

COMPACTED STRUCTURAL

FILL, TYP.

SEE SCHEDULE FOR

REINFORCEMENT, TYP.

PEMB COULMN, TYP

SEE ARCH. FOR WALL

CONSTRUCTION

SEE SCHEDULE

HAIRPIN REINF PER PLANS

& TYPICAL DETAILS

SLAB REINF PER PLAN, TYP.

C

LR2"

2" CLR, TYP

(4) #6 @ EA SIDEWALL

ANCHOR GROUP, SEE

FOOTING DOWEL DETAIL,

THIS SHEET

#4 STIRRUP

@ 24" O.C., TYP

(4) #6 BARS

CONT, TYP

WIND BEAM BY P.E.M.B.,

TYP.

CLIP BY CONTRACTOR

LIGHT GAUGE FRAMING,

TO BE DESIGNED BY

CONTRACTOR, TYP.

8" 1'

4"

6"

#4 U-BAR @

24" O.C., TYP.

(2) #4 BARS

CONT, TYP.

1' - 3"

9"

01_LEVEL_FF

0"

GRID

CONT. MOISTURE

BARRIER, TYP.

6" CAPILLARY

MATERIAL, TYP.

SLAB & REINF PER PLAN, TYP

PEMB COULMN, TYP

SEE ARCH. FOR WALL

CONSTRUCTION

#4 STIRRUP @ 24" O.C., TYP.

(4) #6 BARS CONT, TYP.

LIGHT GAUGE FRAMING,

TO BE DESIGNED BY

CONTRACTOR, TYP.

#4 U-BAR @ 24" O.C.,

TYP.

(2) #4 BARS CONT,

TYP. 6"

3' - 6"

8" 1'

4"

2'

0"

9"

1' - 3"

01_LEVEL_FF

0"

SLOPE

1/8" PER FOOT

BUILDING SLAB,

SEE PLAN, TYP.

CONCRETE SLAB,

SEE PLAN FOR THICKNESS

AND REINFORCING, TYP.

10"

TH

IS

S H

EE

T

SE

E

TY

PI

C

AL

ST

O

O P

SE

C

TI

O

N

1/ 8"

A

1 CONT. MOISTURE

BARRIER, TYP.

6" CAPILLARY

MATERIAL, TYP.

SLAB & REINF PER PLAN, TYP

#4 STIRRUP @ 24" O.C., TYP.

(4) #6 BARS CONT, TYP.

PEMB COULMN, TYP

SEE ARCH. FOR WALL

CONSTRUCTION

LIGHT GAUGE FRAMING,

TO BE DESIGNED BY

CONTRACTOR, TYP.

#4 U-BAR @ 24" O.C.,

TYP.

(2) #4 BARS CONT,

TYP. 6"

2' - 6"

8" 1'

4"

2'

0"

01_LEVEL_FF

0"

CONT. MOISTURE

BARRIER, TYP.

SLAB & REINF PER PLAN, TYP

SEE ARCH. FOR WALL

CONSTRUCTION

#4 STIRRUP @ 24" O.C., TYP.

(4) #6 BARS CONT, TYP.

#4 U-BAR @ 24" O.C.,

TYP.

(2) #4 BARS CONT,

TYP.

6"

3' - 6"

1'

4" 8"

2'

0"

GRID

(3) #6 BANDED DOWEL

ANCHOR BOLTS, TYP.

GRID

COLUMN & BASE PLATE

EDGE OF SLAB

(1) #6 BANDED DOWEL

01_LEVEL_FF

0"

8" CMU WALL, SEE S-001

FOR WALL REINFORCING

AND SPACING, TYP.

CONT. MOISTURE

BARRIER, TYP.

6" CAPILLARY

MATERIAL, TYP.

SLAB & REINF PER

PLAN, TYP

#4 @ 12" O.C., TYP.

(2) #4 BARS, CONT,

TYP.

DOWELS, MATCH WALL

REINFORCEMENT SIZE

AND SPACING, TYP.

1' - 0"1' - 0"

1'

0"

BOND BEAM REINF PER

NOTES ON S-001, TYP.

BUILDING SLAB,

SEE PLAN, TYP.

CONCRETE SLAB,

SEE PLAN FOR THICKNESS

AND REINFORCING, TYP.

SLOPE

1/8" PER FOOT

(2) #5 BARS

CONT., TYP.

M

I N

1'

0"

10"

1/ 8"

**NOTE:

MINIMUM TOTAL DEPTH SHOWN. INCREASE

TOTAL DEPTH AS REQUIRED TO ENSURE A

10" MINIMUM DEPTH BELOW FINISHED GRADE.

TOP OF CONCRETE

PR

O

J

A.

B.

L

EN

G

TH

1/ 2"

(2) HEAVY HEX NUTS

HEAVTY HEX NUT

ANCHOR BOLT

STD WASHER

OVERSIZED WASHER

A.B. DIA. A.B. LENGTH PROJ

3/4" 18" 5"

7/8" 22" 6"

≥1" 23" 6"

BOT OF COL BASE PLATE

NON-SHRINK GROUT

LEVELING NUT W/

STD WASHER

1/

2"

TACK WELD

US Army Corps of Engineers

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3/4" = 1'-0"1 SECTION

3/4" = 1'-0"2 SECTION

3/4" = 1'-0"3 SECTION

3/4" = 1'-0"4 SECTION

3/4" = 1'-0"

FOOTING DOWEL DETAIL

3/4" = 1'-0"6 SECTION

3/4" = 1'-0"

TYPICAL STOOP SECTION

M

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/0 2/

1 1/2" = 1'-0"8 ANCHOR BOLT DETAIL

T/

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PL

AN

SAW CUT JOINT,

1/8"X1/4 OF THICKNESS

OF SLAB

REINFORCEMENT

VAPOR BARRIER, TYP.CAPILLARY WATER

BARRIER, TYP.

CONTROL JOINT (CJ)

FORMED EDGE

REINFORCED

CONCRETE

STOP REINFORCEMENT

2" EACH SIDE OF JOINT

PL

AN

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E

T/

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CAPILLARY WATER

BARRIER, TYP.

VAPOR BARRIER, TYP.

CONSTRUCTION JOINT (CTJ)

SEE MANUFACTURERS SPEC.

EQUIPMENT FURNISHED EDGE OF EQUIP.EDGE OF EQUIP.

6X6-W2.9XW2.9 W.W.F.

CENTERED IN SLAB

#3 @ 24" O.C.

@ PERIMETER

SEE PLAN FOR SLAB

THICKNESS AND REINF.

4"4"

TY

P.6"

VAPOR BARRIER,

TYP.

6" CAPILLARY

WATER BARRIER, TYP.

EQUIPMENT PAD DETAIL

1'

0" TY

P.6"

SEE MANUFACTURER'S SPEC.

EQUIPMENT FURNISHED

TYP.

6"

TYP.

6"

3/4" CHAMFER, TYP.

#4 @ 12" EACH WAY, TOP AND BTM.

EXTERIOR EQUIPMENT PAD DETAIL

(2) #4 x3'-0"

1" BELOW

TOP OF SLAB

2"4" EDGE OF

SLAB OR SCJ

1/2"

1/2"

1/2"

CONTRACTION JOINT SEALANT DETAIL

CONSTRUCTION JOINT SEALANT DETAIL EXPANSION JOINT SEALANT DETAIL

INITIAL 1/8" SAW CUT

SEALANT SHALL BE 1/8"

BELOW FINISHED GRADE

SEALANT PER FLOOR

SEALANT MANUFACTURER

REQUIREMENTS

SEALANT SHALL BE 1/8"

BELOW FINISHED GRADE

SEALANT SHALL BE 1/8"

BELOW FINISHED GRADE

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

SEALANT PER FLOOR

SEALANT MANUFACTURER

REQUIREMENTS

SEALANT PER FLOOR

SEALANT MANUFACTURER

REQUIREMENTS

M

IN

Y

FOUNDATION

SE

E

SE

C

TI

O

N S

2' - 0"

UTILITY, SEE MECH.,

ELEC., OR PLUMBING FOR

LOCATION AND DEPTH

SLEEVE OPENING THRU FOOTING

INSIDE DIAMETER = O.D. UTILITY PIPE + 3",

FILL ANNULAR SPACE W/ COMPRESSIBLE MATERIAL

UTILITY UNDER WALL FOOTING DETAIL

PERMITTED FOR "Y" < 20"

FOUNDATION

UTILITY, SEE MECH.,

ELEC., OR PLUMBING FOR

LOCATION AND DEPTH

UTILITY UNDER WALL FOOTING DETAIL

PERMITTED FOR "Y" > 20"

PROVIDE UTILITY LINE ENCASEMENT

PER MECH., ELEC., OR PLUMBING

Y

SE

E

SE

C

TI

O N

S

UTILITY LINES PARALLEL TO

WALL FOOTING NOT PERMITTED

WITHIN LINE SHOWN

A

A

TYPICAL BOTTOM WALL FOOTING REINF.

DISCONTINUE IF CONFLICTING WITH UTILITY

SECTION A-A

SE

E

D

ET

AI

LS

FOUNDATION

Y

M

IN

MATCH TYPICAL BOTTOM

WALL FOOTING REINF.

MIN

1 6 "

EACH SIDE

1' - 6"

EACH SIDE

1' - 6"

'-0

(T

YP

TYP.

20.00°

HAIRPIN REBAR,

SIZE PER PLAN, TYP.

1' - 6"

1' - 6"

PLACE AS CLOSE AS

PRACTICAL TO EXTERIOR

ANCHOR RODS

1'

6"

3'

0"

#4 - 1" CLR FROM

TOP OF SLAB

CONTROL OR

CONSTRUCTION

JOINT

2"2"2"GROUT AND

REINFORCE

(2) CELLS

BOND BEAM

REINFORCING

GROUT AND

REINFORCE

(3) CELLS, AS

SHOWN

CORNER BARS

TO MATCH HORIZ

REINFORCEMENT

END OF WALL

INTERSECTION OF WALL

C LIGHTNING GROUND SPIKE

STEEL SUPPORT PLATE

STEEL CENTERING WEDGES

CORRUGATED STEEL SLEEVE

(16 GAUGE GALVANIZED)

TAMPED DRY SAND

3000 PSI (MIN)

CONCRETE

HARDWOOD WEDGES

FLASH COLLAR OVER 2"

WATERPROOF COMPOUND

B

A

NOTES:

1. FLAGPOLE SHALL BE TAPERED AND SIZED PER THE MANUFACTURER'S

REQUIREMENTS BASED ON THE EXPOSED MOUNTING HEIGHT, OR AS OTHERWISE

REQUIRED BY THE SPECIFICATIONS.

2. FLAGPOLE SHALL BE STAINLESS STEEL OR ALUMINUM, WITH MATCHING

COMPONENTS.

3. LIGHTNING KIT SHALL SUPPLY THE REQUIRED PROTECTION AND SHALL BE

RECOMMENDED BY THE MANUFACTURER, OR AS OTHERWISE REQUIRED BY THE

SPECIFICATIONS.

4. COMPONENTS NOT SPECIFIED TO EXACT SIZE IN DETAIL SHALL BE AS

RECOMMENDED BY THE FLAGPOLE MANUFACTURER, OR AS REQUIRED BY THE

SPECIFICATIONS.

EXPOSED

MOUNTING

HEIGHT (FT)

MINIMUM FLAGPOLE FOOTING DIMENSIONS

A B C

2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 6'-0" 7'-0"

30" 36" 36" 36" 45" 45" 50" 60" 60"

24" 30" 30" 30" 36" 36" 42" 48" 48"

US Army Corps of Engineers

SHEET ID

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3/4" = 1'-0"

RE-ENTRANT CORNER

3/8" = 1'-0"

TYPICAL HAIRPIN DETAIL

3/4" = 1'-0"

DISCONTINUOUS SLAB JOINT DETAIL

3/4" = 1'-0"

TYP CMU WALL DETAILS

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FLAGPOLE FOUNDATION DETAIL

US Army Corps of Engineers

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GENERAL NOTES AND SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS)

GENERAL NOTES

VALVE IN DROP

GATE VALVE

TEST PORT

PRESSURE GAUGE

PRESSURE CONTROL VALVE

RELIEF VALVE

CHECK VALVE

WITH GAUGE COCK

BLOWDOWN VALVE

ECCENTRIC REDUCER

TEE OUTLET DOWN

TEE OUTLET UP

STRAINER WITH

UNION

VALVE IN CENTER DROP

DIRECTION OF SLOPE DOWN

CONCENTRIC REDUCER

DIRECTION OF FLOW

VALVE IN RISE

ELBOW DOWN

ELBOW UP

PIPING SYMBOLS

WATER FLOW INFORMATION DRAWING ABBREVIATIONS

DRAWING/DETAIL REFERENCE KEY

RE : 2 / M-201

REFER TO

DRAWING/DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL IS DRAWN

M-201

LOCATION: EGLIN AFB, FLORIDA

DATE & TIME OF TEST: 15 JAN 2020 AT 0900

FLOW HYDRANT: A

TEST HYDRANT: C

STATIC PRESSURE: 50 PSIG

RESIDUAL PRESSURE: 40 PSIG

PITOT PRESSURE: 40 PSI

FLOW: 1643 GPM

OUTLET COEFFICIENT: 0.9

RESIDUAL @ 1000 GPM: 46.0 PSI

NOTE: PERFORM CONFIRMING FLOW TEST TO OBTAIN CURRENT DATA

SPRINKLER DESIGN DEMAND

DENOTES LIGHT HAZARD AREA

SUPPRESSION SYSTEM TYPE WET PIPE

DESIGN DENSITY 0.10 GPM PER SQ FT

REQUIRED COVERAGE AREA 1,500 SQ FT

MAXIMUM COVERAGE PER SPRINKLER 225 SQ FT

OUTSIDE HOSE STREAM DEMAND 250 GPM

DURATION OF SUPPLY 60 MINUTES

K-FACTOR 5.6

DENOTES ORDINARY HAZARD AREA

SUPPRESSION SYSTEM TYPE WET PIPE

DESIGN DENSITY 0.20 GPM PER SQ FT

REQUIRED COVERAGE AREA 2,500 SQ FT

MAXIMUM COVERAGE PER SPRINKLER 130 SQ FT

OUTSIDE HOSE STREAM DEMAND 250 GPM

DURATION OF SUPPLY 60 MINUTES

K-FACTOR 8.0

ESTIMATED SPRINKLER DEMAND: 195 GPM @ 40.2 PSI

A. PROVIDE AN AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEM AS SHOWN FOR ALL BUILDING AREAS.

B. ANY SPRINKLER PIPES, APPURTENANCES, AND FIRE SPRINKLER EQUIPMENT SHOWN ARE GENERIC.

THEY ARE SHOWN ONLY FOR DESIGN INTENT, TO VERIFY CLEARANCE, AND PROVIDE GENERAL PIPE

ROUTING. ALL ASPECTS OF THE DESIGN AND INSTALLATION SHALL BE PROVIDED BY THE

CONTRACTOR.

C. THE ENGINEER'S CALCULATIONS PROVIDED ON THIS SHEET FOR THE FIRE PROTECTION SYSTEMS ARE UTILIZED TO DETERMINE THE ADEQUACY OF THE FIRE WATER SUPPLY. THE FIRE SPRINKLER

CONTRACTOR SHALL PROVIDE A COMPLETE BUILDING FIRE SUPPRESSION SYSTEM WET PIPE

SPRINKLER SYSTEM CALCULATIONS AND PROVIDE ALL ASSOCIATED SHOP DRAWINGS.

D. COORDINATE THE LOCATION OF RISERS, DRAINS, TEST CONNECTIONS, AND OTHER SPRINKLER

SYSTEM COMPONENTS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL

PORTIONS OF THE BUILDING

E. PROVIDE PIPE HANGERS, SEISMIC BRACING, FLEXIBLE AND RIGID COUPLINGS, AND SEISMIC SEPARATIONS ASSEMBLIES WHERE REQUIRED ON ALL WET PIPE SYSTEM PIPING IN ACCORDANCE

WITH SPECIFICATIONS AND NFPA 13.

F. SEE ARCHITECTURAL DRAWINGS FOR ROOM FINISH SCHEDULE AND ROOM USE. SEE

ARCHITECTURAL REFLECTED CEILING PLANS FOR THE LOCATION OF ALL CEILING-MOUNTED

DEVICES. FIELD VERIFY AND COORDINATE THE LOCATIONS OF ALL SYSTEM COMPONENTS

INCLUDING PIPING, ALARMS, DRAINS, TEST CONNECTIONS, ETC. WITH ARCHITECTURAL,

STRUCTURAL, MECHANICAL, AND ELECTRICAL EQUIPMENT WITHIN THE BUILDING.

G. PROVIDE SLEEVES AND ESCUTCHEONS FOR ALL PENETRATIONS THROUGH WALLS OR FLOORS THAT MIGHT INCLUDE DRILLING THROUGH CONCRETE, METAL, SHEETROCK, OR OTHER MATERIALS. FIELD

VERIFY APPROXIMATE WALL AND FLOOR PENETRATIONS SHOWN ON THE PLANS. SEAL ALL

PENETRATIONS IN RATED SEPARATION TO MEET THE MINIMUM FIRE RATING OF THE WALL OR

FLOOR.

H. PROVIDE ACCESS DOORS AND SIGNAGE WHERE ACCESS TO CONCEALED SPRINKLER EQUIPMENT, VALVES, AND CONTROLS LOCATED IN WALLS OR ABOVE CEILINGS IS REQUIRED.

I. PROVIDE SCHEDULE 40 BLACK STEEL FOR THE WET PIPE SYSTEMS.

J. THESE DOCUMENTS DEPICT PERFORMANCE LEVEL ENGINEERING DESIGN CRITERIA TO BE UTILIZED

AS GUIDANCE FOR THE PLANNING AND DESIGN OF THE FIRE SPRINKLER SYSTEM BY THE

CONTRACTOR'S QFPE. PROVIDE COMPLETE DOCUMENTS FOR REVIEW AND APPROVAL FROM THE

ENGINEER OF RECORD AND THE DFPE (MDO) TO INSTALLATION . INCLUDE IN THE SHOP DRAWINGS

AND CALCULATIONS ANY ADDITIONAL EQUIPMENT NECESSARY TO COMPLETE THE INSTALLATION

AND COMPLY WITH THE STANDARD OUTLINED IN THESE DRAWINGS AND IN THE DESIGN

SPECIFICATIONS.

K. FOR AREAS SHOWN, THE CONTRACTOR SHALL PROVIDE A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM, DESIGNED AND INSTALLED IAW WITH THE LATEST EDITION OF UFC 3-600-01, NFPA 13, AND

THE SPECIFICATIONS TO PROVIDE COVERAGE SHOWN AT THE DENSITIES INDICATED. SYSTEM

DEMAND SHALL BE ON THE MOST HYDRAULICALLY DEMANDING AREA EXCEPT AS MODIFIED PER UFC

3-600-01. CALCULATIONS SHALL CLEARLY DEMONSTRATE HOW THE MOST HYDRAULICALLY

DEMANDING AREA WAS DETERMINED. HOSE STREAM SHALL BE PROVIDED BY THE DOMESTIC

WATER SYSTEM AND HOSE STREAM ALLOWANCE AS INDICATED SHALL NOT BE ADDED TO THE

SYSTEM DEMAND. CONTRACTOR SHALL PERFORM CONFIRMING FLOW TEST AND USE DATA

OBTAINED FOR ALL HYDRAULIC CALCULATIONS.

L. CONTRACTOR SHALL COORDINATE LOCATION OF SPRINKLER HEADS, DRAIN VALVES, VALVE

CABINETS, TEST HEADERS, AND ALL PIPING WITH ALL OTHER TRADES IN BUILDING CONTRACT. SHOP DRAWINGS SHALL SHOW COORDINATION WITH THE HVAC AND DOMESTIC WATER PIPING, INCLUDING

ELEVATIONS WHERE FIRE PROTECTION PIPING CROSSES HVAC AND DOMESTIC PIPING.

M. ALL SPRINKLER PIPING SHALL BE PITCHED FOR DRAINAGE OF SYSTEM. PROVIDE AND INSTALL DRAIN VALVES AND WASTE LINES FOR ALL SPRINKLERS AS REQUIRED BY CODE. END WASTE LINE OVER NEAREST FLOOR DRAIN. MULTIPLE DRAINS MAY BE NECESSARY DUE TO ELEVATION CHANGES IN

THIS PROJECT.

N. A FLOW SWITCH AND SUPERVISED ZONE OS&Y VALVE SHALL BE PROVIDED FOR EACH SPRINKLER

ZONE. ONE INSPECTOR TEST DRAIN CONNECTION SHALL BE PROVIDED PER ZONE TO TEST THE

OPERATION OF THE FLOW SWITCH AND ALARM SYSTEM. TEST CONNECTION SHALL BE LOCATED AT

THE MOST HYDRDAULICALLY REMOTE POINT.

O. PROVIDE SPRINKLER GUARDS FOR SPRINKLER HEADS THAT WILL BE EXPOSED.

P. PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 10.

A ----------

ACC AIR COOLED CHILLER

AD AIR DEVICE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AL ACOUSTICAL LINING

AS AIR SEPARATOR

AFMS AIR FLOW MEASURING

STATION

B ----------

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

C ----------

C CONDENSATE

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D ----------

DB DRY BULB

DFPE DESIGNATED FIRE

PROTECTION ENGINEER

DOAS DEDICATED OUTDOOR

AIR SYSTEM

DX DIRECT EXPANSION

E ----------

EA EXHAUST AIR

EAL EXHAUST AIR LOUVER

ECU EVAPORATIVE COOLING UNIT

EF EXHAUST FAN

ERU ENERGY RECOVERY UNIT

ET EXPANSION TANK

F ----------

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT

FD FIRE DAMPER

DO FAIL OPEN

FPM FEET PER MINUTE

G ----------

GR GLYCOL RETURN

GS GLYCOL SUPPLY

H ----------

HC HEATING COIL

HP HEAT PUMP

HPS HIGH PRESSURE STEAM

HVU HEAT AND VENT UNIT

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

I ----------

IHP INVERTER HEAT PUMP

L ----------

LPS LOW PRESSURE STEAM

LVR LOUVER

M ----------

MAU MAKEUP AIR UNIT

MVD MOTORIZED VOLUME

DAMPER

MPS MEDIUM PRESSURE STEAM

N ----------

NTS NOT TO SCALE

O ----------

OA OUTSIDE AIR

OAL OUTSIDE AIR LOUVER

P ----------

PFI PROVIDE, FURNISH, INSTALL

Q ----------

QFPE QUALIFIED FIRE PROTECTION

ENGINEER

R ----------

RA RETURN AIR

RH RADIANT HEATER

RFZ RADIANT FLOOR ZONE

S ----------

SA SUPPLY AIR

SM SNOW MELT MANIFOLD

T ----------

TA TRANSFER AIR

TWV TWO WAY VALVE

V ----------

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

W ----------

WB WET BULB

Z ----------

ZSB ZONE SELECTOR BOX

AMENDMENT 0003

7/

2/

PUMP

MOTOR

DDC

OCCUPIED

UNOCCUPIED

H

N

CP-XX-S CP-XX-C

CONTACTOR PROVIDED

AND INSTALLED BY

ELECTRICAL CONTRACTOR

CURRENT TRANSFORMER

BY CONTROLS

SUBCONTRACTOR

CIRCUIT BREAKER

BY ELECT

POINTS LIST

TYPE TYPE DESCRIPTION UNITS TREND ALARM TOTALIZE

C O

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IN

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TS

AI IN PHW-T HOT WATER SUPPLY TEMPERATURE DEG F X

BI IN WH-S WATER HEATER STATUS OFF/ON

X X

XX X

BI IN CP-S RCP-1 STATUS OFF/ON XX X

BI OUT CP-C RCP-1 COMMAND START/STOP X

SOFTWARE BO OCCUPIED COMMAND OCCUPIED/UNOCCUPIED X

RCP-1

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PLUMBING FIXTURE SCHEDULE

SYM Family DESCRIPTION CW HW W V FCO-2 Floor Cleanout Cast Iron Adjustable Floor Cleanout w/Round Top 2" FCO-4 Floor Cleanout Cast Iron Adjustable Floor Cleanout w/Round Top 4"

FD Floor Drain - Round 5" strainer, 3" drain, trap primer connection 3" P-1 Water Closet - Wall Mounted - Manual Flush Valve Toilet, wall hung, vitreous china, elongated syphon jet flush action bowl, 2-1/8" fully glazed internal trapway, 10" x 12" large water surface, high efficiency 1.28 gal per flush, 1-1/2" top spud, for use with exposed flush valve.

1" 4" 2"

P-1A Water Closet - Wall Mounted - Manual Flush Valve Toilet, wall hung, vitreous china, elongated syphon jet flush action bowl, 2-1/8" fully glazed internal trapway, 10" x 12" large water surface, high efficiency 1.28 gal per flush, 1-1/2" top spud, for use with exposed flush valve. ABA compliant

1" 4" 2"

P-2 Water Closet - Floor Mounted - Manual Flush Valve Toilet, floor mounted, vitreous china, elongated syphon jet flush action bowl, 2-1/8" fully glazed internal trapway, 10" x 12" large water surface, high efficiency 1.28 GPF, 1-1/2" top spud with condensate channel and bolt caps, for use with exposed flush valve.

1" 3" 2"

P-3 Urinal - Wall Mounted - Manual Flush Valve Urinal, wall hung for flush valve, vitreous china, wash out flush action, 0.47L (0.125 gal.) per flush extended sides for privacy, integral flush spreader, open trap, wall hanger, 2" (50mm) outlet, connecting flange with gasket and bolts, 3/4" (19mm) top spud. For use with exposed flush valve.

3/4" 2" 1 1/2"

P-3A Urinal - Wall Mounted - Manual Flush Valve Urinal, wall hung for flush valve, vitreous china, wash out flush action, 0.47L (0.125 gal.) per flush extended sides for privacy, integral flush spreader, open trap, wall hanger, 2" (50mm) outlet, connecting flange with gasket and bolts, 3/4" (19mm) top spud. For use with exposed flush valve. ABA compliant.

3/4" 2" 1 1/2"

P-4 Lavatory - Oval Countersunk oval vitreous white china sink installed in a plastic laminate countertop. Faucets shall be 4” centerset washerless unit with single lever, aerator, and pop-up waste stopper. Provide a 1-1/2” OD tailpiece.

1/2" 1/2" 1 1/4" 1 1/4"

P-4A Lavatory - Oval Countersunk oval vitreous white china sink installed in a plastic laminate countertop. Faucets shall be 4” centerset washerless unit with single lever, aerator, and pop-up waste stopper. Provide a 1-1/2” OD tailpiece. ABA compliant.

1/2" 1/2" 1 1/4" 1 1/4"

P-5 Lavatory - Wall Mounted Wall Mounted, vitreous white china sink. Faucet shall be 4” centerset washerless unit with single lever, aerator, and pop-up waste stopper, 0.5 gpm flowrate. Provide a 1-1/2” OD tailpiece. ADA/ABA compliant.

1/2" 1/2" 1 1/4" 1 1/4"

P-6 Sink Kitchen-Double Dual compartment, 18 gauge stainless steel, self-rimming sink and sound deadening material on bottom and sides. Faucet shall be 2.2 gpm with a washerless top deck mounted model with single lever control, swing spout gooseneck with aerator, hose, and sprayer with diverter, integral stops, and garbage disposal.

1/2" 1/2" 1 1/2" 1 1/4"

P-7 Shower Stall - Rectangular Ceramic tile type, barrier free, cast brass body pressure/temp balance valve, integral stops, single lever handle, wall/hand shower, 5ft metal hose. Provide with 2.5 gpm max flowrate showerhead

1/2" 1/2" 1 1/2" 1 1/2"

P-8 Single Cooler w Bottle Filler 4.75 gph, wall hung, bubbler style, air cooled condensing unit with water filtration unit, single level unit with bottle filler attachment and wall carrier.

1/2" 1 1/4" 1 1/4"

P-9 Ice Maker Box 1/4 turn brass valve, 3-1/4” W x 4” H x 2-1/2” D box, 5” W x 6” H faceplate. Provide dual check backflow preventer at fixture

1/2"

P-10 Sink - Mop - Faucet Corner floor mounted Terrazzo mop sink, 24” x 24” x 12”Portland cement and marble chips, black/white finish w/ integral stainless steel drain. Faucet shall be wall mounted, chrome finished, 2.2 gpm flowrate, dual lever handles with 4” straight faucet spout w/ aerator, and integral vacuum breaker and stops.

1/2" 1/2" 1 1/2" 1 1/4"

P-11 Frost Proof Wall Hydrant 8” wall thickness, keyed handle, stainless steel casing, 3/4" inlet and outlet. 3/4" TP Trap Primer with Valve TRAP PRIMER

WCO Wall Cleanout Watts Drainage CO-440-RD wall cleanout with two-piece expandable cleanout plug, stainless steel access cover, and vandal proof stainless steel screw.

2"

WHA WATER HAMMER ARRESTOR Copper body, EPDM seals and O-rings, polypropylene piston, and NPT hex brass adapter end connections for easy installation. ASSE and ANSI approved, PDI certified, and IAPMO listed. Maximum Working Pressure: 150psi (10.6 bar).

DOMESTIC WATER HEATER SCHEDULE

MARK COMMENTS LOCATION CAPACITY

INPUT

BTU/HR

RECOVERY CAP GPH

(80 DEG RISE)

STORAGE

TEMPERATURE

DCW

DIA.

DHW

DIA.

NG

DIA.

MIN NG

PRESSURE

MAX NG

PRESSURE VENT DIA

WH-1 NATURAL GAS WATER HEATER MECH 100.00 gal 150,000 223 140 °F 1 1/2" 1 1/2" 3/4" 4.4" W.C. 14" W.C. 3"

HOT WATER RECIRCULATION PUMP SCHEDULE

MARK LOCATION TYPE

FLOW HEAD SPEED

ELECTRICAL

HP V/P/F

RCP-1 128 HVAC DIFFERENTIAL TEMPERATURE ACTIVATED 10 GPM 10.00 ftH2O 1725 1/8 115/1/60

DOMESTIC EXPANSION TANK SCHEDULE

MARK TYPE SYSTEM VOLUME MIN ACCEPT VOL PRE-CHARGE

ET-3 FULL ACCEPTANCE BLADDER DOMESTIC HOT WATER 2.0 gal 1.0 gal 12.00 psi

NTS1

PLUMBING CONTROLS - DOMESTIC

WATER HEATER CONTROLS

BACKFLOW PREVENTER SCHEDULE

MARK LOCATION SYSTEM SIZE

DESIGN

FLOW

PRESSURE DROP

(PSI)/@GPM

BFP-1 128 HVAC Hydronic Chilled Water Return 1" 20 GPM 5 BFP-2 128 HVAC Hydronic Hot Water Return 1" 20 GPM 5

AMENDMENT 0003

7/

2/

SYSTEM 1 SCHEMATIC - CHILLED WATER SYSTEM - AIR COOLED CHILLER W/ CONSTANT PRIMARY PUMPING

CHILLER CONTROL:

THE CHILLER SHALL START AND MAINTAIN WATER TEMPERATURE CONTROL THROUGH THE

LOCAL CHILLER CONTROL PANEL FURNISHED WITH THE CHILLER. CHILLERS

WILL ONLY BE ENABLED TO OPERATE IN "AUTO" UPON THE FOLLOWING CONDITIONS:

A. CHILLER IS SCHEDULED ON BY BAS

B. THERE ARE NO ACTIVE ALARMS THAT INITIATE A SHUTDOWN REPORTED TO BAS AND OR CHILLER PANEL

C. THERE IS A CALL FOR COOLING FROM THE BAS

D. CHILLED WATER FLOW IS VERIFIED BY THE BAS AND OR CHILLER PANEL

UPON A CALL FOR COOLING [IF ANY COOLING CONTROL VALVE (CCV) IS AT LEAST 15% OPEN FOR AT LEAST 2 MINUTES (ADJUSTABLE)], THE CHILLED WATER PUMP STARTS AND THE PUMP STATUS IS CONFIRMED "ON" VIA A CURRENT SENSOR IN THE BAS AND CHILLED WATER FLOW IS CONFIRMED THROUGH A FLOW SWITCH. AFTER FLOW IS

CONFIRMED, THE CHILLER STARTS.

CHILLED WATER SUPPLY TEMPERATURE (CHWST) RESET:

THE CHWST WILL HAVE A DEFAULT TEMPERATURE OF 44 DEGREE F. THE CHILLED WATER TEMPERATURE WILL BE RESET UPWARD WHEN THE CHILLED WATER RETURN TEMP TRANSMITTER (TT-1-01) DETECTS A TEMPERATURE BELOW THE SETPOINT OF 56 DEG F. THE CHWST RESET ROUTINE IS STARTED AND CONTINUES RESETTING CHWST UPWARD (46 DEGREE F) UNTIL THE CHWRT HAS REACHED THE SETPOINT. THE TEMPERATURE RESET ROUTINE SHALL INCLUDE A DIFFERENTIAL OR TIME DELAY TO PREVENT THE RESET ROUTINE FROM HUNTING. THE TEMPERATURE RESET SETPOINT TEMPERATURE WILL REMAIN UNTIL THE CHWRT IS ABOVE THE SETPOINT AT WHICH THE CHWST WILL BE LOWERED UNTIL THE 44 DEGREE F SETPOINT IS MET. THE CHWST RESET WILL NOT INCREASE AND SHALL BE RESET TO 44 DEGREE F WHEN THE RETURN AIR RELATIVE HUMIDITY RISES ABOVE 55% AS REPORTED FROM THE

BAS.

CHILLED WATER PUMP CONTROL:

THE CHW PUMPS ARE SET IN A LEAD/LAG CONFIGURATION, AND THE LEAD PUMP WILL BE BASED ON RUN TIME. WHEN THE LEAD PUMP HAS OPERATED FOR A SET AMOUNT OF TIME, THE LAG PUMP WILL BECOME THE LEAD PUMP (VICE

VERSA).

THE CHW PUMP STARTS UPON A CALL FOR COOLING PER THE ABOVE CHILLER SEQUENCES. THE CHW PUMP OPERATES CONTINUOUSLY WHEN THE CHILLER IS RUNNING. THE CHW PUMP PROVIDES A CONSTANT FLOW THROUGH THE CHILLER (SEE MECHANICAL SCHEDULE). AN ALARM IS INITIATED WHEN PUMP FAILURE IS DETECTED VIA A MOTOR CURRENT SWITCH AND OR FLOW SWITCH. UPON FAILURE OF LEAD PUMP, THE LAG PUMP AUTOMATICALLY STARTS. VFDU'S SHALL BE USED FOR SOFT STARTING AND BALANCING PURPOSES.

THE CHILLED WATER PUMP SHALL BE STARTED AND STOPPED WITH THE CHILLER.

TIME DELAY OPERATION SHALL BE PROVIDED AS REQUIRED TO ALLOW THE CHILLER TO PERFORM AN ORDERLY

SHUTDOWN WHEN THE DDC SYSTEM DE-ENERGIZES A CHILLER.

WHEN THE CHILLER IS DE-ENERGIZED, CHW PUMP SHALL CONTINUE TO OPERATE UNTIL THE CHILLER PERFORMS AN

ORDER SHUTDOWN.

SYSTEM 1 - SEQUENCE OF OPERATIONS

ACC-1

PANEL 1-02

CHILLER

CONTROLCR

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1-02

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NC

CHWP-2

1-03

PI

1-04

PI

MAKEUP WATER

FROM DCW

PI

5-01 5-02

PIPRV SETTING

8.5 PSIG

12 PSIG

TANK PRECHARGE

NC

NC

QUICK FILL

BYPASS

RELIEF VALVE

30 PSIG

ROUTE 1" RELIEF LINE, FROM PRESSURE

RELIEF VALVE, TO NEAREST FLOOR DRAIN.

BFP-1

ET-1

FINAL CHARGE PRESSURE TO

BE DETERMINED DURING T&B

CHWR

LINE SIZE

AIR SEPARATOR

NC

ROUTE COPPER AIR BLEED LINE, FROM

AUTOMATIC AIR VENT, TO NEAREST FLOOR DRAIN.

AS-1

1-01

FT

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ISOLATION

VALVE

(TYP)

FACTORY

PROVIDED

FLOW SWITCH

BFP AND PIPING ARE

SPECIFIED UNDER

DIVISION 22

US Army Corps of Engineers

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NTS1

HVAC CONTROLS - AIR COOLED CHILLER

W/ CONSTANT PRIMARY - SEQUENCE

AMENDMENT 0003

7/

2/