8030_s3v8.pdf

4" MIN.

A

A

EA. WAY

12" O.C.

#4's @

SMOOTH (TYP.)

GRIND JOINTS

NOTE:

PROVIDE GRAVEL FILL

SCALE: •" = 1'-0"

6'-0"

TYP

2'-0"

TYP

8"

97.00

8"

24'-0"24'-0" 5'-0" 5'-0"

SUBGRADE

COMPACTED

LANDING

LANDING

xxxx

4"

8"

8"

MATERIAL

•" EXPANSION

8"

2'-0"2'-0"

4"

GRADE

FINISH

10" O.C.

#4's @

8in 1FT-0in

10" O.C.

#4's @

@ 10" O.C.

15"x15" #4's

ALTERNATE HOOKS

@ 12" O.C.

#4's w/90° HOOK

PROVIDE GRAVEL FILL

@ STEPS

VARIES

6"

(TYP)

3-#4's

3-#4's (TYP)

POST

JT.

•" EXP.

(TYP)

GROUT

NON-SHRINK

JT.

•" EXP.

2"

2•"

GRADE

FINISH

SECTION A-A

CONCRETE RAMP & HANDRAIL

K

MIN.

1'-0"

5'-0"

@ 10" O.C.

15"- #4's

F.F.

8"

5"

2•" 2•"

33"

3"

10"

4•"

6"

2"

2"

1" Typ

NTS

BUMPER GUARD

RECOMMENDATION.

4. ANCHOR BOLTS PER MANUFACTURER'S

3. ALL METAL TO BE GALVANIZED.

2. STRINGERS TO BE ƒ" RODS.

DOCK BUMPERS.

DESIGN AND PRODUCTION OF

REGULARLY ENGAGED IN THE

PRODUCT OF A MANUFACTURER

1. DOCK BUMPER SHALL BE THE

NOTES:

STRUCTURAL ANGLES

3" x 2•" x‚"

A UNIFORM SIZE PAD.

MATERIAL, CUT TO

RESILIENT RUBBER

D E

S I

G N

E D

D R

A W

N

C H

E C

K E

D

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

L E

O N

A

D

W O

O

M I

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

D I

R E

C T

O R

A

F

P U

B L I

C

W

R K

S

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

D E

T A I

L S

SHEET OF

DRAWING NO:

DATE

SCALE

AS SHOWN

M U

E L

L E

R

GFEBS NO:

B

S H

S H

G

L

B E

R

S

E N

G

J

A

L E

S F

N T

R A

L

I S

S U

E

A D

D I T I

I L

D I

G

22 OCT 15

C.0004125

DPW 02643 5J

C8030.22

S3 3

M

INLET ELEVATIONS

CAST IN PLACE OR PRECAST CONCRETE

INLET BOX 4000 PSI WITH 6% AIR

ENTRAINMENT. REBAR AT 10"-12" ON

CENTER EACH WAY THROUGHOUT.

PROVIDE SUBMITTALS.

FILL BOTTOM WITH CONCRETE

FOR POSITIVE DRAINAGE TO

REBAR MIN. SIZE #3 OR PER MFG'S

SPECIFICATION IF PRECAST.

1'-6"

6"

VARIES

ELEVATION

INLET

2'-6"

2' MIN.

(FINISH GRADE)

NOT TO SCALE

GRATE AND FRAME r-1878-A2G OR APPROVED EQUAL.

4" THICKNESS FRAME INSET INTO CONCRETE PER MFG'S SPECS.

OF DUCTILE IRON RIBBED AT MAX. 1.5" THICKNESS WITH

HEAVY DUTY (VEHICULAR GRADE) GRATE

INLET AND FRAME:

INLET BOX

8"

6"

SUBGRADE

COMPACTED

8"

ASTM C881, TYP I.

THE REQUIREMENTS OF

AND SHALL COMPLY WITH

TWO COMPONENT SYSTEM

SHALL BE FURNISHED AS A

INTO GRADE BEAM. EPOXY

DRILLED AND EPOXIED 6"

#6's @ 1'- 0" O.C .

SLOPE •"/FT

SEE SITE PLAN

CONCRETE DOCK APPROACH

6" COMPACTED BASE ROCK

#4'S @18" O.C.E.W.

ASPHALT

EXISTING

N.T.S.

@ 12" OC

WELDED STUD

†" DIA. x 6"

TYP. ALL OUTSIDE CORNERS

LOCATION. 1" CHAMFER

SEE PLAN SHEET FOR

6"x6"x…" STL ANGLE

GUARD

BUMPER

L

3"

JOINT

1/2" EXPANSION

8030_s1v8.dgn Default 6/28/2016 1:27:04 PM