W912HN-15-R-0001_STRUCTURES1_AMD5.PDF

THRU WALL FLASHING

FULL HEIGHT 1" MORTAR MAT

3" RIGID INSULATION

12" CMU

SEE "S" DWGS

12" CMU BOND BEAM

WALL

COATING FULL HEIGHT OF

ASPHALTIC WATERPROOF

CONTINUOUS BITUMASTIC

FULL HEIGHT 1" MORTAR MAT

3" RIGID INSULATION

12" CMU

WALL

COATING FULL HEIGHT OF

ASPHALTIC WATERPROOF

CONTINUOUS BITUMASTIC

THRU WALL FLASHING

BIRD SCREEN

3" RIGID INSULATION

12" CMU

MORTAR MAT

FULL HEIGHT 1"

12" CMU

BIRD SCREEN

MORTAR MAT

FULL HEIGHT 1"

3" RIGID INSULATION

BIRD SCREEN

12" CMU

THRU WALL FLASHING

MORTAR MAT

FULL HEIGHT 1"

3" RIGID INSULATION

12" CMU

3" RIGID INSULATION

12" CMU

MORTAR MAT

FULL HEIGHT 1"

1'-8"

3" RIGID INSULATION

MORTAR MAT

FULL HEIGHT 1"

O.C. VERTICAL

MASONRY TIES @ 16"

O.C. VERTICAL

MASONRY TIES @ 16"

O.C. VERTICAL

MASONRY TIES @ 16"

ANCHOR

MASONRY "T"

HEIGHT OF WALL

COATING FULL

WATERPROOF

ASPHALTIC

BITUMASTIC

CONTINUOUS

FINISH FLOOR

THRESHOLD

BUMP STYLE

SST DRIP FLASHING

HEIGHT OF WALL

COATING FULL

WATERPROOF

ASPHALTIC

BITUMASTIC

CONTINUOUS

SEE SCHEDULE

ALUMINUM LOUVER,

SOLID CMU AT SILL

SST DRIP FLASHING

ROLL-UP DOOR

FULL HEIGHT OF WALL

WATERPROOF COATING

BITUMASTIC ASPHALTIC

CONTINUOUS

ROLL-UP DOOR

FULL HEIGHT OF WALL

WATERPROOF COATING

BITUMASTIC ASPHALTIC

CONTINUOUS

FULL HEIGHT OF WALL

WATERPROOF COATING

BITUMASTIC ASPHALTIC

CONTINUOUS

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

SHIM AS REQUIRED

BACKER ROD EACH SIDE.

CONTINUOUS SEALANT AND

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

"S" DWGS

SHELF ANGLE, SEE

7-1/2" x 7-1/2" x 3/8"

FRAME, SEE SCHEDULE

ALUMINUM DOOR AND

MASONRY "T" ANCHOR

SEE "S" DWG

CONCRETE SLAB,

SEE "S" DWGS

12" CMU BOND BEAM,

SST DRIP FLASHING

SEE SCHEDULE

ALUMINUM LOUVER,

INSTRUCTIONS

MANUFACTURER

ATTACH PER

1'-8" 1'-8"

(MIN 2 PER OPENING)

O.C. HORIZONTAL

WEEP HOLES @ 24"

(MIN 2 PER OPENING)

O.C. HORIZONTAL

WEEP HOLES @ 24"

A

DOOR HEAD DETAIL

SCALE 1 1/2"=1'-0" B

DOOR JAMB DETAIL

SCALE 1 1/2"=1'-0"

E

LOUVER JAMB DETAIL

SCALE 1 1/2"=1'-0"

F

LOUVER SILL DETAIL

SCALE 1 1/2"=1'-0" G

ROLL-UP DOOR HEAD DETAIL

SCALE 1 1/2"=1'-0"

C

DOOR THRESHOLD DETAIL

SCALE 1 1/2"=1'-0" D

LOUVER HEAD DETAIL

SCALE 1 1/2"=1'-0"

H

DETAIL

ROLL-UP DOOR JAMB

SCALE 1 1/2"=1'-0"

I

DETAIL

ROLL-UP DOOR THRESHOLD

SCALE 1 1/2"=1'-0"

REQUIREMENT

MANUFACTURER

ATTACH PER

CMU VENEER

FRAME, SEE SCHEDULE

ALUMINUM DOOR AND

CMU VENEER

SCHEDULE

AND FRAME, SEE

ALUMINUM DOOR

CMU VENEER

"S" DWGS

SHELF ANGLE, SEE

7-1/2" x 7-1/2" x 3/8"

BY LOUVER MANUFACTURER

CONTINUOUS ANGLE 4 SIDES

ROLL-UP DOOR TRACK

MANUFACTURER

STEEL ANGLES BY DOOR

CMU VENEERHOOD

ROLL-UP DOOR

TRACK BEYOND

ROLL-UP DOOR

SEE "S" DWGS, TYP

12" CMU BOND BEAM,

CMU VENEER

SEE "S" DWG

SHELF ANGLE,

7-1/2" x 7-1/2" x 3/8"

(MIN 2 PER OPENING)

O.C. HORIZONTAL

WEEP HOLES @ 24"

BY LOUVER MANUFACTURER

CONTINUOUS ANGLE 4 SIDES

SEE SCHEDULE

ALUMINUM LOUVER,

WITH DRIP EDGE

ALUMINUM SILL EXTENSION

CMU VENEER

BY LOUVER MANUFACTURER

CONTINUOUS ANGLE 4 SIDES

SEE "CG" DWG

PAVEMENT,

CONCRETE

SEE "S" DWGS

12" CMU BOND BEAM,

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

SIDE. SHIM AS REQUIRED

AND BACKER ROD EACH

CONTINUOUS SEALANT

J

@ 12" CMU

DOOR HEAD DETAIL

SCALE 1 1/2"=1'-0" K

@ 12" CMU

DOOR JAMB DETAIL

SCALE 1 1/2"=1'-0"

12" CMU

FRAME, SEE SCHEDULE

ALUMINUM DOOR AND

FRAME, SEE SCHEDULE

ALUMINUM DOOR AND

CMU VENEER

OF GROUND FACE CMU ACCENT BANDS.

3. SEE ELEVATIONS FOR LOCATIONS

AND DETAILED REQUIREMENTS.

DRAWINGS FOR SPECIFIC LOCATION

REFER TO THE STRUCTURAL

GRAPHICAL ILLUSTRATION ONLY.

SHOWN ON THIS SHEET ARE FOR

FILLED CELLS AND REINFORCEMENT

2. STRUCTURAL ITEMS SUCH AS GROUT

GENERAL NOTES

1. SEE SHEET A-001 FOR ADDITIONAL

GENERAL NOTES:

AE501

A R

C H

IT

E C

T U

R A

L D

E T

A

IL

S

/2

D

B R

Y A

N T

D

B R

Y A

N T

E

G A

L

IN

D O

M

A L F

O R

D

ALFORD

MICHAEL T.

G

EORGIA

R E G

ISTERED ARCHI

T

E C T

C E R T

IF

ICATE NO.

ROLL-UP DOOR

TRACK BEYOND

ROLL-UP DOOR

STRAP ANCHOR @ 18" O.C.

WITH 1/4" DIA. x 6" LONG

ANGLE EMBEDDED IN CONC.

3"x3"x1/4" GALV. STEEL

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

S

E P

M T

A

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

C O

N T

R A

C T N

O

D A

T E

A P

P R

A N

S I

D

S A

V A

N N

A H H

A R

B O

R E

X P

A N

S

IO

N P

R O J E

C T

S A

V A

N N

A H

G A

S A

V A

N N

A H D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SAVANNAH

OF ENGINEERS

US ARMY CORPS

P L

O T D

A T

E

/2

/2

C A

T E

G O

R Y C

O D

E

C W

K

P L

O T S

C A

L E

F

IL

E N

A M

E

S Y

M B

O L

R A

W W

A T

E R S

T O

R A

G E I

M P

O U

N D

M E

N T

Z

IX

A E .d g n

NUMBER

REFERENCE

PLATE

SHEET

W

H N -1

-R -0

J U

L Y

40’10’

SCALE:1"=20’

0 20’

KEY

DS101

No. 038315

PROFESSIONAL

R

NOTE:

1. CONTRACTOR SHALL FIELD VERIFY

EXISTING 12" FM ELEVATIONS.

2. ALL PIPES BELOW GRADE SHALL

BE RESTRAINED.

D

2 3

C

4 5

A

B fi

US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

DP101

DP401

A

DP402

DP302

DP505

C

DP505

D

DP505

C

DP505

C

DP505

C

DP505

C

48" X 12" TANGENTIAL

WELDED ON OUTLET

ELECTRICAL

ROOM

FFE 18.56

PUMP STATION

FFE 18.56

PUMP STATION

INTAKE BOX

48" RW DI

PUMP STATION

EFFLUENT FLOW

METER ASSEMBLY

30" RW DI

12" BUTTERFLY

VALVE

12" DR DI

48" RW DI

CUT TWO EXISTING FORCE

MAINS AND CONNECT NEW

FORCE MAIN WITH PUSH ON

FITTINGS

42" RW DI

42" RW DI

42" GATE VALVE (TYP)

CONSTRUCTION LIMITS

625 LF DUAL-12" FM PVC

2" WTR PVC

ROUTE 2" PVC 18"

BELOW ELECTRICAL

DUCTBANK

1/2" AIR-SST

2" WTR-SST

HYDROPNEUMATIC TANK (WELL

WATER SUPPLY)

C-504

D TWO CONCRETE

BOLLARDS

SCADA RADIO ANTENNA

13’ X 13’ COORDINATE

FINAL DIMENSIONS W/

ANTENNA MANUFACTURER

TRANSFORMER PAD

WELL SHALL BE LOCATED A

MINIMUM 0F 100’ FROM THE

PUMP BUILDING AND A MINIMUM

OF 10’ OFFSET FROM THE

SANITARY SEWER FM AND

MINIMUM 5’ OFFSET FROM

THE RESERVOIR DRAIN.

WELL SHALL BE INSTALLED

AFTER THE SANITARY SEWER FM.

C-504

G

GRAVEL PAD

DP504

E 4" PVC CONDUIT

MOTORIZED INLET

GATE VALVE

SECURITY FENCE (TYP)

12"x6" TEE

FIRE HYDRANT

ASSEMBLY

C-505

E

DP105

EFFLUENT PIPE

DP404

A

DEMOLISH AND

REMOVE

2 - 12" FM PVC

PIPELINES

48" RW STL WATERLINE

ExExExExExExExExExExExExExExExExExExExExExExExExPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

40’10’

SCALE:1"=20’

0 20’

KEY DS102

No. 038315

PROFESSIONAL

R

NOTE:

1. CONTRACTOR SHALL FIELD VERIFY

EXISTING 12" FM ELEVATIONS.

2. ALL PIPES BELOW GRADE SHALL

BE RESTRAINED.

D

2 3

C

4 5

A

B fi

US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

GUARDRAIL (TYP)

C-505

C

(2) 12" PVC FM

PROVIDE MINIMUM 18" OF CLEARANCE

BETWEEN BOTTOM OF ARTICULATED

CONCRETE BLOCK AND TOP OF FORCE

MAIN

ARV ASSEMBLY

DP506

G

INSTALL 12" - 45%%d BEND TO CLEAR

UNDERNEATH DRAINAGE DITCH

(4 FOR EACH PIPE)

SIGN

12" 455%D BEND

N 803514.92

E 959352.57

CUT INTO EXISTING 12" FM AND INSTALL 12" 45%%D BEND,

12" COUPLING AS REQ’D (TYP 2) (SEE NOTE 1)

N 803509.94

E 959353.12

TOE DRAIN

C-505

F

PIPE INV EL ~9.0

ARTICULATED CONCRETE SPLASH MAT

PIPE CONNECTION DETAIL TO BE

PROVIDED BY ARTICULATED CONCRETE

BLOCK MANUFACTURER

DEMOLISH AND

REMOVE

2 - 12" FM PVC

PIPELINES

ExExExExExExExExExExExExExExExExExExExExExExExExPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E