C-505.pdf

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IDENTIFICATION

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Professional Certification.

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the

State of Maryland, License No.

Expiration Date:

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C-505

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PVC OR CONCRETE PIPE

8" DIA. PVC PIPE

8" DIA. PVC PIPE

4" DIA. PVC PIPE

8" 45° PVC ELBOW

SLOPE

8" 90° PVC ELBOW (TYP)

4"X8" PVC ENLARGER

CAST IRON DOWNSPOUT SHOE

(NEENAH R-4925-F OR APPROVED EQUAL)

PROP. 4" DOWNSPOUT

FINISHED GRADE

FOOTING

BUILDING WALL

8" 45° PVC ELBOW

PLAN

PROFILE

CAST IRON BOOT (SEE NOTE 1)

NOTES: 1. NO PHYSICAL CONNECTION BETWEEN CAST IRON BOOT AND DOWNSPOUT SHOE DUE TO EXPANSION OF WATER UPON FREEZING.

PROPOSED

BUILDING WALL

PROPOSED

45° PVC WYE OR

JUNCTION BOX

PVC OR CONCRETE PIPE

45° PVC WYE OR

JUNCTION BOX

OR JUNCTION BOX

SCALE:

B1

ROOF DRAIN

NTS

SIDEWALK (SEE DETAIL A5/C-501)

MANUFACTURER'S

STANDARD

TRANSITIONAL

COUPLING

REFRIGERANT LINES

SCALE:

C3

OBSERVATION WELL DETAIL

NTS

(TOP OF

MULCH LAYER)

(DEPTH TO BOTTOM OF FILTER TO BE

PERMANENTLY INDICATED ON CAP)

3. PROVIDE 18"X18"X4" ANTI-FLOTATION CONCRETE COLLAR AT BASE OF

OBSERVATION WELL.

NOTE:

1. DO NOT SCALE DRAWING.

2. INTALLATION TO BE COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS.

36.38"

24.00"

A A

2.38" DIA

2X 6" X 6" X .25"

FLANGE MOUNTING PLATE

WITH 4 5/8" MOUNTING HOLES

FRONT ELEVATION

SIDE ELEVATION

ISOMETRIC VIEW

3. BIKE RACK CAPACITY: 11 BIKES.

SCALE:

C5

BIKE RACK

NTS

TOP VIEW

END VIEW

SECTION A-A

6" PVC

SIDE VIEW

X

M

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N

L

A

P

4"

M I N

SLOPE

AS REQD.

RAKED SURFACE

CONSTRUCTION

JOINT

PIPE

12"

MIN.

12"

MIN.

D

M

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N

A A

4 x 4 - W4 x W4

WELDED WIRE FABRIC

4 x 4 - W4 x W4

6" RAD. (TYP.)

GENERAL NOTES:

3,000 PSI CONCRETE

WELDED WIRE

REINFORCEMENT

18" MIN.

BOLT RAT GUARD TO

CONCRETE

UNDERDRAIN PIPE

SCALE:

A1

MITERED END SECTION

NTS

1. WHEN USING PERVIOUS BEDDING AND BACKFILL, IT IS DESIRABLE TO PREVENT SEEPAGE AND PIPING BY

PLACING IMPERVIOUS MATERIAL AT THE INLET. CUTOFF COLLARS MAY BE USED IN LIEU OF IMPERVIOUS

MATERIAL.

2. ALL EXPOSED CONC. EDGES SHALL BE CHAMFERED 3/4 " UNLESS NOTED OTHERWISE.

3. ALL REINFORCEMENT SHALL BE PLACED 1.5" CLEAR OF NEAREST FACE OF CONCRETE UNLESS SHOWN OR

NOTED OTHERWISE.

7"

MDE NO. 15-SF-0229

NON-WOVEN GEOTEXTILE

RIPRAP CLASS I

3'

4:1 MIN. SLOPES

3'

4:1 MAX. SLOPES

TOP AND MIDDLE CROSS-SECTION

BOTTOM CROSS-SECTION

TEMPORARY SOIL

STABILIZATION MATTING

(SEE DETAIL B-4-6-A ON

C-750)

SCALE:

A4

CHANNEL SECTION

NTS

FINISHED GRADE

(TOP OF MULCH)

LOCATION GRADE STABILIZATION

SHEAR STRESS

- FINAL (LB/FT2)

SHEAR STRESS

- TEMP. (LB/FT2)

TOP 9.86% TSSMC 1.130 1.609

MIDDLE 6.01% TSSMC 0.766 1.095

BOTTOM 6.01% RIPRAP 1.182 1.653

culpepperg Image culpepperg Typewritten Text

SEE DETAIL 2 THIS SHEET

culpepperg Typewritten Text

2' MIN

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