Project_Drawings_VA_Floodwall_IFC-Part_1of2-140314.pdf

PRINTED 02/27/2014

WATERWARD

VA MEDICAL CENTER

CAST CONCRETE

CAP; SEE STRUCT.

CAST CONCRETE

COLUMN; SEE STRUCT.

BRICK VENEER

(40 COURSES MAX)

(VOID FOR COLUMN)

FORMED IN CONC. WALL

CMU AS REQUIRED;

GROUT SOLID

GRADE @ ASSER

LEVY SIDE (VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

CONCRETE FOOTING

SEE STRUCT. FOR WALL

DETAILS AND REINFORCING

EL. 14.5'

EL. 11.83'

EL. 3.01'

GRADE @ VA SIDE

(VARIES)

SEE DTL B1/CS502

COURSES MIN.

BELOW GRADE

DOVETAIL ANCHORS

EVERY 6 COURSES (16"

MAX VERTICALLY)

PROPERTY LINE

RUSTICATION

JOINT; SEE STRUCT.

NOTES:

1. PROVIDE SMOOTH FORM FINISH

FOR ALL EXPOSED CONCRETE

ELEMENTS.

B6

SCOUR PAD

B3

GRADE VARIES

(REPRESENTATIVE)

CAST CONCRETE

CAP; SEE STRUCT.

HAND RUBBED FINISH

WEEP VENTS 24" O.C.

BRICK VENEER -TYPE 1

FLEMISH BOND PATTERN

(REPRESENTATIVE)

(40 COURSES MAX)

CAST CONCRETE

COLUMN; SEE STRUCT.

HAND RUBBED FINISH

CMU AS REQUIRED;

GROUT SOLID

GRADE @ ASSER

LEVY SIDE (VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

WEEP VENTS 24" O.C.

COURSES MIN.

BELOW GRADE

CONCRETE RECURVE FACE;

HAND RUBBED FINISH

EXPANSION JOINT IN CONC.

WALL; SEE STRUCT.

EXPANSION JOINT;

SEE STRUCT

EXPANSION JOINT IN

VENEER WITH SEALANT

AND BACKER ROD

NOTES:

1. FLOOD WALL TYPE 1 OCCURS AT ASSER

LEVY PLACE FROM STATION 12+34.35 TO

16+85.

2. SEE CS SERIES FOR STATION INFORMATION.

WEEP VENT

TRIM FLASHING AT

WALL FACE

GROUT SOLID

MORTAR MESH/NET

REGLET FOR FLASHING

(USE JOINT SEALANT TO

CLOSE GAP)

CMU AS REQUIRED

GROUT SOLID

EXP. JOINT

CONTR. JOINT

REPLACE PVMT AS

REQUIRED; EXTEND

PVMT TO VENEER FACE

DOVETAIL ANCHOR;

EVERY 6 COURSES

(16" MAX)

CAVITY

BRICK VENEER

1% SLOPE MIN.

GRANULAR FILL

GRADE @ VA SIDE

(VARIES)

EXPANSION JOINT

CONCRETE

SCOUR PAD

1% MIN.

NOTES:

PROVIDE EXP. AND

CONTRACTION JOINTS

PER DET B4/CS501.

CAST CONCRETE CAP

EL. VARIES;

SEE PLANS

AND PROFILES

WALL FACE; MATERIAL

VARIES-SEE DETAILS

RUSTICATION JOINT

" CHAMFER, TYP.

HAND RUBBED FINISH

HAND RUBBED FINISH

HAND RUBBED

FINISH

NOTE: SEE STRUCTURAL

DETAILS FOR REINFORCING.

ELEVATIONSECTION

CAST CONCRETE

CAP; SEE STRUCT.

MASONRY PIER

(BEYOND)

BRICK VENEER

CAVITY

CMU AS REQUIRED;

GROUT SOLID

GRADE @ STREET

(VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

CONCRETE FOOTING

SEE STRUCT. FOR WALL

DETAILS AND REINFORCING

EL. SEE

PLANS AND

PROFILES

STEPS WITH

GRADE; SEE

STRUCT. DWGS.

GRADE @ VA SIDE

(VARIES)

SEE DTL B1/CS502

COURSES MIN.

BELOW GRADE

DOVETAIL ANCHORS

EVERY 4 COURSES (16"

MAX VERTICALLY)

PROPERTY LINE

RUSTICATION

JOINT; SEE STRUCT.

B6

CAST CONCRETE

CAP; SEE STRUCT.

WEEP VENTS 24" O.C.

BRICK VENEER; TYPE 2C

STRETCHER RUNNING

BOND PATTERN

MASONRY PIER

CMU AS REQUIRED;

GROUT SOLID

GRADE @ STREET

SIDE (VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

WEEP VENTS 24" O.C.

COURSES MIN.

BELOW GRADE

BRICK SOLDIER

COURSE; TYPE 2A

EXPANSION JOINT IN

BRICK (ALIGN WITH

WITH STRUCTURAL)

CHECKERED

BRICK PATTERN;

TYPE 2B

EXPANSION JOINT

WITH SEALANT AND

BACKER ROD

NOTES:

1. FLOOD WALL TYPE 2 OCCURS AT

1.1. 23rd STREET from STATION10+00 to 12+30

1.2. 25th STREET from STATION 16+89.35 to 18+69.29 and STATION 21+40.00 to 22+55.89

2. SEE CS SERIES FOR STATION INFORMATION.

TW 14.50

G R

A D

E

T R

A N

S I T

I O

N

S T

A

CONSISTENT

TOP OF WALL

TOP OF WALL

SLOPES WITH GRADE

CAST CONCRETE

CAP AT PIER;

SLOPES WITH WALL

BRICK VENEER; TYPE 2C

STRETCHER RUNNING

BOND PATTERN; SEE NOTE 2

BRICK SOLDIER COURSE

TYPE 2A; SEE NOTE 2

GRADE @ STREET

SIDE (VARIES)

MASONRY PIER;

SEE NOTE 2

CHECKERED BRICK PATTERN

TYPE 2B; SEE NOTE 2

NOTES:

1. WHERE TOP OF WALL REMAINS

CONSTANT, ALL BRICK PATTERN

ELEMENTS SHALL BE INSTALLED LEVEL.

2. WHERE TOP OF WALL SLOPES WITH

GRADE, CAP AND ALL BRICK PATTERN

ELEMENTS SHALL FOLLOW DESIGNATED

SLOPE. SEE PLAN AND PROFILE SHEETS.

ELEVATIONSECTION

NOTES:

1. SEE DETAIL C3/CS503 FOR ARCHITECTURAL

DETAILING AT TOP OF WALL GRADE

TRANSITION (SEE PLAN AND PROFILE

SHEETS FOR LOCATION).

2. SEE DETAIL F1/CS505 FOR ARCHITECTURAL

ELEVATION AT GENERATOR PAD (SEE PLAN

AND PROFILE SHEETS FOR LOCATION).

CAST CONCRETE

CAP AT PIER

BRICK VENEER; TYPE 2C

STRETCHER RUNNING BOND

PATTERN; SEE NOTE 1

BRICK SOLDIER COURSE

TYPE 2A; SEE NOTE 1

MASONRY PIER; SEE NOTE 1

CHECKERED BRICK PATTERN

TYPE 2B; SEE NOTE 1

GRADE @ STREET SIDE (VARIES)

CAST CONCRETE

CAP; SEE STRUCT.

CMU (4"D. x 8" H. x 16"L.)

BRICK VENEER

CMU AS REQUIRED;

GROUT SOLID

GRADE @ STREET

(VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

CONCRETE FOOTING

SEE STRUCT. FOR WALL

DETAILS AND REINFORCING

STEPS WITH

GRADE; SEE

STRUCT. DWGS.

GRADE @ VA SIDE

(VARIES)

COURSES MIN.

BELOW GRADE

DOVETAIL ANCHORS

EVERY 4 COURSES

(16" MAX. VERTICALLY)

PROPERTY LINE

RUSTICATION

JOINT; SEE STRUCT.

EL. SEE

PLANS AND

PROFILES

B6

GROUT SOLID

WATERWARD

VA MEDICAL CENTER

CAST CONCRETE

CAP; SEE STRUCT.

MASONRY PIER

(BEYOND)

BRICK VENEER

CAVITY

CMU AS REQUIRED;

GROUT SOLID

GRADE @ STREET

(VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

CONCRETE FOOTING

SEE STRUCT. FOR WALL

DETAILS AND REINFORCING

EL. SEE

PLANS AND

PROFILES

STEPS WITH

GRADE; SEE

STRUCT. DWGS.

GRADE @ VA SIDE

(VARIES)

SEE DTL B1/CS502

COURSES MIN.

BELOW GRADE

DOVETAIL ANCHORS

EVERY 4 COURSES (16"

MAX VERTICALLY)

RUSTICATION

JOINT; SEE STRUCT.

B6

TRUSS TIE

(16" OC VERT)

BRICK VENEER

(ALTER- NATING

COURSES)

COURSE A COURSE B

CMU (4"D. x 8" H. x

16"L.) GROUT SOLID

DOVETAIL ANCHOR

BRICK TYPE 2C

GROUT SOLID

EXPANSION JOINT;

SEE STRUCT.

NOTES:

ALL PIERS SHALL USE BRICK

TYPE 2C (IN SPEC) UNLESS

OTHERWISE INDICATED ON

PLANS.

CAST CONCRETE

CAP; SEE STRUCT.

WEEP VENTS 24" O.C.

BRICK VENEER; TYPE 2C

STRETCHER RUNNING

BOND PATTERN

MASONRY PIER

CMU AS REQUIRED;

GROUT SOLID

GRADE @ STREET

SIDE (VARIES)

STRUCTURAL

PEDESTAL SHELF

CONCRETE WALL

SEE STRUCT. FOR WALL DETAILS

AND REINFORCING

WEEP VENTS 24" O.C.

COURSES MIN.

BELOW GRADE

EXPANSION JOINT IN

BRICK (ALIGN WITH

WITH STRUCTURAL)

EXPANSION JOINT

WITH SEALANT AND

BACKER ROD

NOTES:

1. FLOOD WALL TYPE 3 OCCURS AT

1.1. VA ENTRY DRIVE from STATION 9+39.15 to 10+00

2. SEE CS SERIES FOR STATION INFORMATION.

TRUSS TIE

(16" OC VERT)

BRICK VENEER

CMU (4"D. x 8" H. x

16"L.) GROUT SOLID

DOVETAIL ANCHOR

SHELF FOR

BRICK VENEER

FLOOD GATE WALL

RETURN FACE

" JOINT WITH

SEALANT AND

BACKER ROD

FLOODWALL

WALL RETURN

CAST CONCRETE CAP

EL. VARIES;

SEE PLANS

AND PROFILES

WALL FACE; MATERIAL

VARIES-SEE DETAILS

CONSTRUCTION JOINT

" CHAMFER, TYP.

HAND RUBBED FINISH

HAND RUBBED FINISH

HAND RUBBED

FINISH

RUSTICATION

JOINT

C

L

LIGHT POLE

LIGHT POLE MOUNTING PLATE

AND ANCHOR BOLTS

NOTES:

1. SEE LIGHTING PLANS AND DETAILS

FOR FIXTURE LOCATION AND

MOUNTING.

2. SEE STRUCTURAL DETAILS FOR

REINFORCING.

ELEVATIONSECTION

CAST

CONCRETE CAP;

SEE STRUCT.

EL. SEE

PLANS AND

PROFILES

HEADER COURSE

B6

1 FULL SHINER

COURSE; SEE

F3/CS504

CONTINUOUS ST.

STEEL ANGLE

FASTENED TO WALL

CONTINUOUS ST. STEEL

ANGLE FASTENED TO WALL

GRANITE PANEL WITH

ENGRAVED QUOTE

SLOT FOR ANGLE

HANGER; EPOXY IN

PLACE

SLOT FOR ANGLE

HANGER; EPOXY IN

PLACE

HEADER COURSE

ASSER LEVY SIDE23RD ST SIDE

MASONRY PIER AT

SOUTHEAST CORNER

CORNER OF MASONRY PIER

10" HIGH CAST NUMBERS

(EVEN NUMBERS ONLY)

INDICATE HURRICANE SANDY

FLOOD LEVEL (SEE PLAQUE ABOVE)

PRISMATIC DIMENSIONAL

NUMBERS FOR ELEVATIONS

MATERIAL: CAST BRONZE

FONT: GARAMOND BOLD

FINISH: BRUSHED BRONZE

PIER LOCATION

FLOODWALL; SEE

STRUCTURAL DWGS.

RUNNING BOND BRICK

PATTERN FORM LINER

(SEE BELOW)

CUSTOM FORM LINER

IMAGE; SEE NOTE 2

VERTICAL

RUSTICATION JOINT

VERTICAL

RUSTICATION JOINT

RUNNING BOND BRICK

PATTERN FORM LINER

ENLARGEMENT

14' 14'

12' 12'

10' 10'

8' 8'

6' 6'

4' 4'

CAST DASH MARKS

WRAP CORNER (90°, 6" ALONG EACH FACE)

BRUSHED BRONZE FINISH

CAST CONCRETE CAP

B6

NOTES:

1. FORM LINERS SHALL HAVE A

MAXIMUM DEPTH OF NO MORE

THAN 2".

2. FINAL IMAGE TO BE DETERMINED

BY CONTRACTING OFFICER.

NOTE:

ATTACH ALL WITH THREADED

METAL RODS IN EPOXY.

GENERAL NOTE:

FIELD VERIFY ALL DIMENSIONS BEFORE

FABRICATION AND INSTALLATION.

GENERAL NOTE:

FIELD VERIFY ALL DIMENSIONS BEFORE

FABRICATION AND INSTALLATION.

HIGH WATER MARK PLAQUE

LIGHT POLE

MASONRY PIER

CONCRETE CAP

GRADE

GRANITE SIGNAGE WITH

QUOTE

HEADER COURSE (FRAME)

1 FULL COURSE

ELEVATION

SECTION - ATTACHMENT SIGNAGE DETAILS

2" ENGRAVED LETTERS

FONT: GARAMOND BOLD

3/8" DEEP ENGRAVING

GRANITE; 4 SLABS

2' H x 2' W x 2

" THICK

PLAN VIEW

STA 9+73.57

STA 9+81.98

GRANITE PANEL WITH

ENGRAVED QUOTE (8' L)

STA 9+70.00

STA 9+80.00

R40'-3"

SOUTH WING

CONC. CURB

FLOOD

WALL; SEE STRUCT.