7899_s3v8.pdf

1'

1'

2'

SLOPE

SLOPE

DRAIN

S W

A L

E

DOWN

DOWN

CURB AND GUTTER

3" CURB

NO CURB

SLOPE CURB DOWN

WITH CONCRETE PAD

(TYPICAL)

DOWNHILL STREET GRADE

6" CONCRETE PAD

K

CONCRETE CURB & GUTTER

2'

FROM CONCRETE @ MINIMUM 2%

CONCRETE PAD, SLOPE AWAY

AT DRAINAGE OPENING

SOIL FINISH GRADE 1" REVEAL

1/2" R

CONCRETE PAD BROOM FINISH

4" - 1" MINUS COMPACTED

CRUSHED LIMESTONE,

95% COMPACTION.

(TYPICAL)

COMPACTED TO

EXISTING MATERIAL

95% COMPACTION

PLACEMENT OF CONCRETE IN AREA OF

CONCRETE PAD/CURB DRAINAGE OPENING

6"

6"

6"

EACH WAY, (O.C.E.W) 2" MINIMUM FROM

#4 BARS @ 12" ON CENTER

BASED COURSE SUPPORTED @

18" O.C.E.W. (ON CENTER EACH WAY)

EXPANSION JOINT

IF NOT POURED MONOLITHICALLY USE

OPTIONAL CONSTRUCTION JOINT W/METAL

KEYWAY AND #4 DOWELS

AT 18" ON CENTER (O.C.)

4" - 1" MINUS COMPACTED

CRUSHED LIMESTONE,

95% COMPACTION.

(TYPICAL)

EXISTING MATERIAL

COMPACTED TO

95% COMPACTION

6"

(TOPSOIL)

SLOPE

4%

PROJECT NO:

DRAWING NO:

SHEET OF

DATE

SCALE

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C

W

R K

S D

A T

E

D A

T E

D A

T E

B A

L E

S

ˆ" = 1'-0"

B U

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B U

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L

B E

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S3 3

C7899.10

12 AUG 15

C H

E C

K E

D

E-E

E

E

6" CONCRETE PAD & BACK OF CURBCONCRETE CURB DRAINAGE OPENING

NOT TO SCALE

NOT TO SCALE

R-3203-A WITH SOLID TOP OR APPROVED

EQUAL. PROVIDE SUBMITTALS.

HEAVY DUTY (VEHICULAR GRADE) SOLID

THICKNESS WITH 4" THICKNESS FRAME INSET

R-1878-A2L WITH SOLID LID OR APPROVED

BASED ON MANUFACTURER'S SPECIFICATIONS.

BOX TOP/FRAME JOIN WILL VARY FROM THAT SHOWN

EQUAL. PROVIDE SUBMITTALS. CONFIGURATION OF

COVER/LID OF DUCTILE IRON RIBBED AT 1.5"

SOLID LID AND FRAME FOR INFIELD AREA:

GRATED DRAIN FOR LAWN AREA: (SHOWN)

INLET ELEVATIONS

GRATE AND FRAME SUCH AS NEENAH FOUNDRY

INTO CONCRETE ACCORDING TO MFG'S SPECS.

HEAVY DUTY (VEHICULAR GRADE) FLAT DRAIN

GRATE OF DUCTILE IRON RIBBED AT 2.5"

THICKNESS WITH 3.5" THICKNESS FRAME INSET

INTO CONCRETE ACCORDING TO MFG'S SPECS.

GRATE AND FRAME SUCH AS NEENAH FOUNDRY

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)

C O

O R

D I

N A

T I

O N

D R

A I

N A

G

T A I

L S

M.0045445

(NOT EXACT)

DRAIN SCHEMATIC

PROFILE: EXISTING LAWN

ELEVATION

SURFACE INTAKE

LAWN DRAIN

TOP OF EXISTING

ELEVATION

PIPE INVERT

NOT TO SCALE

M

NOT TO SCALE

LAWN DRAIN

L

EXISTING LAWN DRAIN

7899_c1.dgn Default 5/25/2016 11:01:58 AM