36C10F19R0056-006.pdf

PROPOSED RESTROOM

P22

P23

P25

P28

P29

P20

P21

P27

P26

P24

S24

S20

S21

S25

S23

S22

S27

S26

S28

S29

S43

S44

S40

S46

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S42

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P44

P46

P40

P43

P41

P42

P45

EP48

S51

BIORETENTION

BASIN 1

S30

BIORETENTION

BASIN 2

S50

P50

SECTION 1TTSECTION 1SS

SECTION 1UU

SECTION 1VV

SECTION 1WW

S10

S11

S12

S13

P10

P11

P12

BMP RESERVE

AREA (TYP)

Cut Slope Layout Mode

Fill Slope Layout Mode

Cut Slope Layout Mode

Fill Slope Layout Mode

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

GRADING, DRAINAGE, AND UTILITY

PLAN - AREA 3

MATCHLINE - SHEET CG104

MATCHLINE - FUTURE

M A

T C

H L I N

E

S

H E

E T

C

G

KEY MAP

CG105

CG104

CG106

FUTURE

FUTURE

GENERAL NOTES:

1. PROTECT EXISTING GRAVESITES AND GRAVE MARKERS.

2. GRADE THE SITE TO DRAIN FREELY.

3. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY

ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO

EXISTING ST. LOUIS MSD STRUCTURES. MODIFICATIONS,

ABANDONMENT, AND REMOVAL OF EXISTING ST. LOUIS MSD

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

4. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

5. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE

CONSTRUCTION SITE FOR EXCESS EXCAVATED SOILS OR FOR

EXCAVATED SOILS TO BE REUSED AS BACKFILL.

6. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR

TOPSOIL.

7. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER

ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF

ANY UNDERGROUND FACILITY SHOWN. OTHER UNDERGROUND

FACILITIES MAY EXIST THAT COULD BE UNCOVERED DURING

CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL

EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY SUCH

FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

-3.0%

LEGEND

KEYNOTES:

1. 4" RIGID PERFORATED HDPE UNDERDRAIN (TYP). USE WYES AND 45°

BENDS IN LIEU OF TEES AND 90° BENDS.

2. CLEAN OUT (TYP). CLEANOUTS TO BE PROVIDED AT THE START OF

EACH UNDERDRAIN AND AT CHANGES IN DIRECTION.

3. 6" RIGID SOLID WALL HDPE. USE WYES AND 45° BENDS IN LIEU OF TEES

AND 90° BENDS.

4. CONNECT UNDERDRAIN TO STORM DRAIN STRUCTURE.

5. ROUTE UNDERDRAIN BENEATH ROAD. BENEATH ROAD, USE 6" DOUBLE

WALL HDPE PIPE AT A DEPTH APPROVED FOR TRAFFIC LOADING

UNDER ROADWAY.

6. CONNECT FOUNDATION DRAIN PIPE TO THE UNDERDRAIN PIPE.

UNDERDRAIN PIPE CONNECTS TO STRUCTURE 10.

7. ADJUST THE RIM OF THE EXISTING MANHOLES TO THE PROPOSED

GRADES.

8. EXISTING CRYPT UNDERDRAIN FROM BURIAL SECTION 1QQ SHALL GO

UNDER THE WALL AS SHOWN IN DETAIL 8/S-502. TIE CRYPT

UNDERDRAIN INTO FOUNDATION DRAIN BEFORE TERMINATING IN

STRUCTURE 10. INSTALL CLEANOUTS WHEN PIPE CHANGES

DIRECTION. MINIMUM SLOPE 1%. INSTALL DRAINAGE INLETS PER

DETAIL .

9. 1 1/2" PVC CONDUIT, MIN 36" DEPTH. HANDHOLES AT CHANGES IN

DIRECTION. TERMINATE AT PANEL 75N2-60-62-64. CONDUIT WITH

PULLSTRING INSTALLED BY VAMC TO BUILDING 75. 60AMP, 3 POLE

SERVICE TO RESTROOM.

10. PULLBOX.

X

Scale: 1"= 30'-0"

GRADING, DRAINAGE, AND UTILITY PLAN - AREA 3

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

WTHWTH 27

E E

AutoCAD SHX Text

IR

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

DECORATIVE CONCRETE WALL

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

EXISTING BURIAL SITES

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text

CO

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CO

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CO

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CO

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CO

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CO

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CO

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CO

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CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

INV. 496.87

AutoCAD SHX Text

INV. 495.08

AutoCAD SHX Text

INV. 494.75

AutoCAD SHX Text

INV. 494.10

AutoCAD SHX Text

INV. 493.40

AutoCAD SHX Text

INV. 492.35

AutoCAD SHX Text

INV. 490.70

AutoCAD SHX Text

INV. 490.08

AutoCAD SHX Text

INV. 491.90

AutoCAD SHX Text

INV. 505.86

AutoCAD SHX Text

INV. 503.90

AutoCAD SHX Text

INV. 502.07

AutoCAD SHX Text

INV. 501.00

AutoCAD SHX Text

INV. 500.68

AutoCAD SHX Text

INV. 499.72

AutoCAD SHX Text

INV. 498.50

AutoCAD SHX Text

INV. 496.93

AutoCAD SHX Text

INV. 496.00

AutoCAD SHX Text

INV. 495.30

AutoCAD SHX Text

INV. 497.75

AutoCAD SHX Text

INV. 486.68

AutoCAD SHX Text

INV. 495.15

AutoCAD SHX Text

INV. 487.20

AutoCAD SHX Text

INV. 489.73

AutoCAD SHX Text

INV. 488.70

AutoCAD SHX Text

INV. 491.85

AutoCAD SHX Text

INV. 489.59

AutoCAD SHX Text

INV. 487.40

AutoCAD SHX Text

INV. 486.75

AutoCAD SHX Text

IR

AutoCAD SHX Text

IR

AutoCAD SHX Text

BLDG 63

AutoCAD SHX Text

BLDG 61

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Water Line Easement Book 8689, Page 1695

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text 20' Water Line Easement Book 8112, Page 675

AutoCAD SHX Text 20' Water Line Easement Book 8112, Page 675

AutoCAD SHX Text 20' Water Line Easement Book 8112, Page 675

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text Water Line Easement Book 8689, Page 1695

AutoCAD SHX Text Water Line Easement Book 8689, Page 1695

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMIT OF DISTURBANCE 4" PERFORATED UNDERDRAIN 6" SOLID WALL HDPE GRADE/SLOPE & FLOW DIRECTION ELECTRICAL

CG106

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

JTKWTH 28

STORM SEWER PROFILES 1 OF 2

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PUMI

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

CONNECT 8" HDPE UNDERDRAIN AT ELEVATION 507.00'. REFER TO DETAIL 6 ON CG503.

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

CG201

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

JTKWTH 29

STORM SEWER PROFILES 2 OF 2

AutoCAD SHX Text CONNECT 6" HDPE UNDERDRAIN AT ELEVATION 485.57'. REFER TO DETAIL 6 ON CG503. CONNECT 6" DRAINAGE INLET AT ELEVATION 489.00

AutoCAD SHX Text

CONNECT 6" HDPE UNDERDRAIN AT ELEVATION 485.36'. REFER TO DETAIL 6 ON CG503.

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PUMI

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

CONNECT BMP UNDERDRAIN TO STRUCTURE. REFER TO DETAIL 3 ON CG504.

AutoCAD SHX Text

CONNECT 6" HDPE UNDERDRAIN AT ELEVATION 486.45'. REFER TO DETAIL 6 ON CG503.

AutoCAD SHX Text

CONNECT 6" HDPE UNDERDRAIN AT ELEVATION 489.73'. REFER TO DETAIL 6 ON CG503.

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PRIVATE STORM SEWER NETWORK

AutoCAD SHX Text

PUMI

AutoCAD SHX Text P42

AutoCAD SHX Text P43

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HGL

AutoCAD SHX Text

CONNECT BMP UNDERDRAIN TO STRUCTURE. REFER TO DETAIL 3 ON CG504.

CG202

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Scale: NTS

SILT FENCE

Scale: NTS

CONSTRUCTION ENTRANCE

Scale: NTS

INLET PROTECTION

Scale: NTS

ROCK OUTLET

Scale: NTS

FILTER ROLLS

Scale: NTS

WASHDOWN STATION

Scale: NTS

SEEDING REQUIREMENTS

Scale: NTS

INLET PROTECTION - BLOCK AND GRAVEL

Scale: NTS

SEDIMENT BASIN

Scale: NTS

CONCRETE WASHOUT SIGN

WTHWTH 30

EROSION CONTROL DETAILS

CG501

TACK COAT CSS-IH

@ 0.05 GAL/SY

BETWEEN LIFTS

NOTES:

1. ASPHALT BINDER SHALL BE 70-16.

2. THIS DETAIL TO BE USED AT ALL LOCATIONS WHERE

ASPHALT PAVEMENT IS CALLED FOR.

Scale: NTS

ASPHALT PAVEMENT DETAIL

2" ASPHALT SURFACE COURSE

3" ASPHALT BINDER COURSE

10" AGGREGATE BASE

COURSE COMPACTED TO

MINIMUM 98% DRY DENSITY

10" COMPACTED (IN FILL) OR

SCARFIFIED AND RECOMPACTED

(IN CUT) SUBGRADE

Scale: NTS

ASPHALT ABUTMENT DETAIL

SAWCUT EXISTING ASPHALT FULL DEPTH

TACK COAT

1/8" R

JOINT SEALANT

CONTRACTION JOINT EXPANSION JOINT

Scale: NTS

CONCRETE WALK DETAIL

CIP CONCRETE

MEDIUM BROOM FINISH

SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6-W1.4xW1.4 WWF

AGGREGATE BASE

COMPACTED SUBGRADE 95%

Scale: NTS

CONCRETE WALK - JOINTING DETAIL

PREMOULDED EXPANSION

JOINT FILLER

℄ASPHALT PAVEMENT

SEE DETAIL 1/CG502

RECOMPACTED SUBGRADE

SEE DETAIL 1/CG502

PROFILE

LOCATION

MOUNTABLE CURB

TYP.

AGGREGATE BASE COURSE

SEE DETAIL 1/CG502

4" AGGREGATE BASE COURSE

BENEATH CURB

2'-4' SHOULDER

REFER TO PLAN

(SLOPE VARIES)

Scale: NTS

TYPICAL ROADWAY SECTION

4500 PSI CAST IN PLACE CONCRETE

REFER TO

PAVEMENT DETAIL

2 - #4 REBAR CONT.

4" AGGREGATE BASE COURSE

CONCRETE WALK

NOTES:

1. CONTROL JOINTS MAY BE SAWCUT AS SOON AS THE CONCRETE IS SUFFICIENTLY CURED TO PREVENT

RAVELING OF THE CONCRETE EDGES OF THE JOINT.

2. MAXIMUM DIMENSIONS BETWEEN CONTROL JOINTS TO BE 10'-0". MATCH LOCATION OF JOINTS WITH

ADJACENT CONCRETE WALK.

1'

Scale: NTS

FLUSH CURB

R=1/4" (BOTH SIDES)

12"

EXPANSION JOINT

COMPACTED SUBGRADE

3:1 MAXIMUM

ROAD A 1+00 - 10+87

ROAD B 1+00 - 5+00

ROAD C 1+00 - 3+36

Scale: NTS

MAINTENANCE YARD GRAVEL

COMPACTED

AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

TOP 12" COMPACTED TO 98%

FILL BENEATH COMPACTED TO 95%

1/2" RADIUS

10"

2'

Scale: NTS

VALLEY GUTTER

1'

1" BATTER

NOTES:

1. UNLESS NOTED OTHERWISE PROVIDE EXPANSION JOINTS @ 48'-0" O.C.

2. UNLESS NOTED OTHERWISE PROVIDE CONTRACTION JOINT @ DISTANCE MATCHING

WIDTH OF WALK.

3. 1/2" RADIUS EDGES

NOTES:

1. PROVIDE CONTROL JOINTS @ 10'-0" O.C.

2. PROVIDE EXPANSION JOINTS @ 20'-0" O.C.

3. VALLEY GUTTER TO BE USED BETWEEN ROADWAY AND PULLOFF PARKING.

EXISTING ASPHALT

EXISTING ROAD

EXISTING CURB

Scale: NTS

TYPICAL PULLOFF PARKING SECTION

FLUSH CURB

6' CONCRETE WALK

REFER TO PLAN

FOR SLOPE

VALLEY

GUTTER

PRIME COAT

@ 0.05 GAL/SY

AT RESTROOM BUILDING

2 - #4 CONTINUOUS

NOTE:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

Scale: NTS

24" MOUNTABLE CURB

MOUNTABLE CURB

TRANSITION TO MOUNTABLE

CURB TO FLUSH CURB

NOTE:

1. ADJACENT ROADWAY NOT SHOWN FOR CLARITY.

Scale: NTS

TRANSITION SECTION OF MOUNTABLE CURB TO FLUSH CURB

FLUSH CURB

SIDEWALK

12:1

(MAX)

6" CONCRETE

CURB

Scale: NTS

CURB ACCESS RAMP ALTERNATIVES

1:50 (MAX)

TRUNCATED DOME

TACTILE - WARNING STRIP

Scale: NTS

TRUNCATED DOME TACTILE - WARNING STRIP

NOTES:

1. FOR TRUNCATED DOME TACTILE - WARNING STRIP, SEE DETAIL 13/CG502.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

WTHWTH 31

SITE DETAILS 1 OF 4

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

3 - #4 REBAR CONT.

AutoCAD SHX Text

6" AGGREGATE BASE COURSE

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text 9"R

AutoCAD SHX Text

4" AGGREGATE BASE COURSE

AutoCAD SHX Text

NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH

AutoCAD SHX Text INTERNAL EMBEDMENT FLANGE @ 3" [76mm] C/C (SEE PLAN FOR ORIENTATION)

AutoCAD SHX Text 90° POINTS 0.045"[1mm] HIGH

AutoCAD SHX Text

INTERNAL EMBEDMENT FLANGE @ 3" [76MM] C/C (SEE PLAN FOR ORIENTATION)

AutoCAD SHX Text

0.625" HOLE THROUGH EMBEDMENTFLANGES (3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

AutoCAD SHX Text 0.625"[16mm] HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE)

AutoCAD SHX Text

INTERNAL EMBEDMENT FLANGE 7 PER TILE

AutoCAD SHX Text 0.1875" x0.0625"DEEP [5mm x1mm]DOME UNDERSIDE OF TILE

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

PLAN - TILE

AutoCAD SHX Text

REFLECTED PLAN - TILE

AutoCAD SHX Text [79mm]

AutoCAD SHX Text [76mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [79mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [35mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [625mm]

AutoCAD SHX Text

TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

AutoCAD SHX Text 0.625" [16mm] HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

AutoCAD SHX Text [2mm]

AutoCAD SHX Text [6mm]

AutoCAD SHX Text [10mm]

AutoCAD SHX Text 90° POINTS 0.045"[1mm] HIGH

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [11mm]

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AutoCAD SHX Text DETECTABLE WARNING NOTES: THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF THE RAMP OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEIFNED BY THE CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING.

CG502

6"

V A R I E S

D

D + 18

FLOW LINE

SUBGRADE DRAIN

AS SPECIFIED

6"

V A R I E S

D

D + 18

FLOW LINE

TIDEFLEX TECHNOLOGIES SERIES TF-1 OR APPROVED EQUAL

CONNECT TO PVC WITH STAINLESS STEEL TENSION RING.

REFER TO CG201 AND CG202 FOR LOCATIONS.

SLOPE INVERT TO OUTLET PIPE

CHANNEL

BENCH

BENCH

BRICK-UP TO GRADE

(HEIGHTS VARIES BUT

NOT TO EXCEED 24")

24"

V A R I E S

B A S E

R I S E R S

T O

P

U

N I T S

A V A I L A B L E

I N

V A R I O

U S

H

E I G

H T S

FILLET

STEPS TO BE

INSTALLED

IN A VERTICAL ROW

16" ON CENTER MAX

PLAN VIEW

SECTION VIEW

1. GRATE/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE

EXCEPTION OF THE 8", 10", 12" & 15" BRONZE GRATES.

2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED

FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS WHALL CONFORM TO ASTM D3212 FOR

CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.

5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE

BETWEEN ADAPTERS SEE DRAWINGS NO. 7001-110-012.

6. PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.

7. HOLES SHOULD BE STAGGERED EVERY OTHER ROW. AS SHOWN.

8. GRATES SHALL MEET H-10 LOAD RATING FOR 12"-24" PED.

9. GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12"-30" STD & SOLID.

10. ALL BRONZE GRATES, DROP IN GRATES, & 8", 10" PED/STD GRATES & SOLID COVERS ARE RATED

FOR LIGHT DUTY APPLICATIONS ONLY.

11. DOME GRATES HAVE NO LOAD RATING.

THE BACKFILL MATERIAL SHALL BE CRUSHED

STONE OR OTHER GRANULAR MATERIAL

MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN

ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE

INLETS SHALL BE PLACED & COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

CONCRETE SWALE - REFER TO PLAN FOR LOCATIONS

BEHIND RETAINING WALL

INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH

BASIN O.D.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

ADAPTER

ANGLES

VARIABLE

ACCORDING

TO PLANS

4" MINIMUM

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMENDATION

VARIABLE INVERT

HEIGHTS

NOTE: NEENAH FOUNDRY R-3237-1 OR APPROVED EQUAL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

JTKWTH 32

SITE DETAILS 2 OF 4

Scale: NTS

TYPICAL AREA INLET FRAME & GRATE

Scale: NTS

TYPICAL CURB INLET FRAME & GRATE

Scale: NTS

AREA INLET FRAME & BEEHIVE GRATE

Scale: NTS

DEEP MANHOLE

Scale: NTS

DRAINAGE INLET

Scale: NTS

UNDERDRAIN CHECK VALVE

Scale: NTS

TYPICAL CURB INLET GRATE

CG503

FOREBAY SPILLWAY.

ROCK SHALL BE

GRADED BETWEEN 4" -

8" IN DIAMETER.

NO LIMESTONE ALLOWED

COMPACTED EARTH

COMPACTED EARTH

PROVIDE MSD TYPE 4

FILTER FABRIC BENEATH

ROCK SPILLWAY.

ROCK SHALL BE HAND PLACED. NOT

DUMPED TO CREATE STONE SPILLWAY.

ELEV. = 495.00

10.00'

0.5'

2.5'

6.0'

3.0'

6.0'

PLAN VIEW

ELEVATION VIEW

NOTE: FOREBAY SPILLWAY BE INSPECTED

ANNUALLY. ROCKS SHALL BE REMOVED AND

REPLACED IF FOULING OCCURS.

6" PERFORATED PIPE

6" 90 DEGREE ELBOW

STORM STRUCTURE

A-LOK GASKETED OPENING

6" SOLID PIPE

6" 90 DEGREE ELBOW

2'-6" PERMEABLE SOIL

-SAND 60% MIN

-SILT 30% MAX

-CLAY <10%

REQUIRED INFILTRATION

RATE=2 FT/DAY

6" ASTM C-33 CONCRETE SAND

6" 3/8" CLEAN PEA GRAVEL

AASHTO M-43 No. 8

6" PERFORATED PVC PIPE

WRAPPED IN NYLON FILTER SOCK

(SCH 40 OR SDR 35)

3/8" DIA HOLES SPACED ON 1 FOOT

CENTERS, PLACED ON TWO SIDES OF PIPE

HOLES FACING DOWN

8" 3/4" CLEAN GRAVEL

AASHTO M-43 No 6 OR 67

MSD #4 FABRIC

W/ 6" OVERLAP

ON EACH END OF

GRAVEL BED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Scale: NTS

PIPE BEDDING - RCP

Scale: NTS

FOREBAY SPILLWAY

Scale: NTS

BIORETENTION BASIN

WTHWTH 33

SITE DETAILS 3 OF 4

Scale: NTS

BIORETENTION BASIN OUTLET

3/16" DIA. MIN.

3/16" MIN. x 2"

30"

15"

2 1/2"

1 3/16" MAX. (TYP.)

4" (TYP.)

FINISH - ASPHALTIC 10 MIL. COATING

MATERIAL - MILD CARBON STEEL - ASTM A569

CAPACITY - H-20 LOADING

WEIGHT - 65 LB. MINIMUM

TOLERANCES - ALL DIMENSIONS 1/8" +/-

IDENTIFICATION - MANUFACTURER MUST PUT NAME/MARK ON EACH UNIT

Scale: NTS

OUTLET STRUCTURE - STEEL GRATE DETAIL

Scale: NTS

CONCRETE WASH-OUT DETAIL

Scale: NTS

FLARED END SECTION

Scale: NTS

ADJUST TO GRADE

Scale: NTS

BIORETENTION MEDIA

NOTES:

1. DEPTH OF BIORETENTION SOIL MIX (BSM) SHALL BE 30".

NOTES:

1. SOIL MIX SHALL BE WITHIN ACCEPTABLE RANGES AS

SPECIFIED BY ST. LOUIS MSD. SEE MSD LANDSCAPE GUIDE

FOR BMP'S FOR MORE INFORMATION.

CG504

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Scale: NTS

WATER SERVICE CONNECTION

Scale: NTS

ADJUST TO GRADE

Scale: NTS

CONSTRUCTION HAUL ROUTE

WTHWTH 34

SITE DETAILS 4 OF 4

Scale: NTS

MITERED FOUNDATION DRAIN OUTLET

Scale: NTS

MACHINE TAP CONNECTION

NOTES:

1. CONTRACTOR SHALL MAKE IMPROVEMENTS ALONG RIVER ROAD TO PROVIDE A STABILIZED

CONSTRUCTION HAUL ROUTE.

2. PROVIDE EROSION CONTROL MEASURES AS NECESSARY.

3. REMOVE SEDIMENT AND DIRT CLODS FROM ROAD DAILY.

4. REPAIR SETTLED AREAS.

5. REPLACE ROCK IF NECESSARY TO MAINTAIN CLEAN SURFACE.

CG505

BIORETENTION

BASIN 1

153.8

33.8

C

G

C

G

C

G

ROCK

SPILLWAY

FOREBAY

58 LF ~ 6"

PERFORATED PVC

CLEANOUT

(TYP)

68 LF ~ 6"

PERFORATED PVC

FILTER AREA: 912 SQ FT

OUTLET

STRUCTURE

(4) 6" SOLID WALL PVC

PIPES, EVENLY SPACED

BMP RESERVE

AREA

65 LF ~ 6"

PERFORATED PVC

BIORETENTION

BASIN 2

CLEANOUT

(TYP)

92.5

16.0

FILTER AREA: 323 SQ

FT

C

G

C

G

OUTLET

STRUCTURE

"TURFSTONE" PAVER UNIT

OR APPROVED EQUAL

4" OPEN GRADED

STONE LAYER (ASTM 57)

4" SUB BASE STONE

(ASTM 2)

" SAND BEDDING

LAYER

STORM WATER

OUTLET STRUCTURE

UNDERDRAIN

ROCK SPILLWAY

EL 495.00

EL= 495.00

EL= 493.50

EL= 495.00

EL= 492.50

EL= 495.00

EL= 493.50

EL= 497.75

EL= 496.25

EL= 497.75

EL= 496.25

2.5' MSD PLANTING SOIL

12" DRAINAGE AGGREGATE

W/ 6" PERFORATED PIPE

2.5' MSD PLANTING SOIL

12" DRAINAGE AGGREGATE

W/ 6" PERFORATED PIPE

2.5' MSD PLANTING SOIL

12" DRAINAGE AGGREGATE

W/ 6" PERFORATED PIPE

2.5' MSD PLANTING SOIL

12" DRAINAGE AGGREGATE

W/ 6" PERFORATED PIPE

TYPE 2 REINFORCING MAT

REFER TO

DETAIL

3/CG506

REFER TO DETAIL 3/CG506

REFER TO DETAIL 4/CG504

REFER TO

DETAIL 4/CG504

REFER TO DETAIL 2/CG504

STORM WATER

OUTLET STRUCTURE

REFER TO

DETAIL

3/CG504

REFER TO

DETAIL

3/CG504

6" SOLID WALL

PVC PIPE

6" STANDPIPE W/ (4)

" DIA. HOLES AT 3"

O.C. VERT. SPACING

THREADED CAP

EL= 492.50

EL= 498.25

EL= 498.25

EL= 495.50

EL= 495.50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Scale: 1"= 10'-0"

BIORETENTION BASIN 1

N

GRAPHIC SCALE

1" = 10'

10'0 20'5'

Scale: 1"= 10'-0"

BIORETENTION BASIN 2

N

GRAPHIC SCALE

1" = 10'

10'0 20'5'

JTKWTH 35

BIORETENTION BASIN DETAILS

Scale: 1"= 10'-0"

BIO-RETENTION BASIN 1 PROFILE 1

Scale: 1"= 10'-0"

FORE-BAY 1 PROFILE 1

Scale: 1"= 10'-0"

BIO-RETENTION BASIN 1 PROFILE 2

Scale: 1"= 10'-0"

BIO-RETENTION BASIN 2 PROFILE 1

Scale: 1"= 10'-0"

BIO-RETENTION BASIN 2 PROFILE 2

NOTES:

INFILTRATION TESTING - FOR WHEN UTILIZING ONSITE SOILS AND/OR MIXING

ONSITE FOR PLANTING SOIL:

THE IN-PLACE PERMEABILITY OF THE PLANTING SOIL SHALL BE 2.0 TO 3.5 FT/DAY,

AND VERIFIED BY AND INFILTRATION TEST PERFORMED PER THE MARYLAND

STORMWATER MANUAL, APPENDIX D.1, “INFILTRATION TESTING REQUIREMENTS

(FIELD TESTING REQUIRED)”. A MINIMUM OF ONE PERCOLATION TEST SHALL BE

PERFORMED PER FACILITY. THE MSD FIELD INSPECTOR SHALL BE ALLOWED TO

SELECT THE LOCATION OF PERCOLATION TESTS. THE MSD FIELD INSPECTOR

SHALL BE PROVIDED A COPY OF ALL TEST RESULTS, SIGNED AND SEALED BY A

MISSOURI PROFESSIONAL ENGINEER. TEST RESULTS SHALL REPORT IN UNITS

OF FT/DAY. RESULTS SHALL DEMONSTRATE ACCEPTABLE PERMEABILITY PRIOR

TO CONSTRUCTION APPROVAL. NOTE, THESE TESTS ARE NOT REQUIRED IF

UTILIZING PREMIXED PLANTING SOIL SUPPLIED BY A LOCAL MSD APPROVED

SOILS SUPPLIER.

SHOP DRAWINGS FOR BMPS:

MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP AND ITS COMPONENTS

PRIOR TO CONSTRUCTION.

MSD CONTACT: PLEASE CONTACT THE DISTRICT'S CONSTRUCTION

MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

CONSTRUCTION NOTES:

-IT IS IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE

BIORETENTION AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE

EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF BIORETENTION AREAS ARE

EXCAVATED USING A LOADER, THE CONTRACTOR SHALL USE WIDE TRACK OR

MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE

OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH

LARGE LUGS OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION

RESULTING IN REDUCED INFILTRATION RATES AND IS NOT ACCEPTABLE.

COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE.

-COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION FACILITY

BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR

SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL

PROFILE THROUGH THE 12" COMPACTION ZONE. SUBSTITUTE METHODS MUST BE

APPROVED BY THE COR. ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH

TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT.

-THE PERMEABLE SOIL USED IN THE BIORETENTION FACILITY SHOULD BE TESTED

BEFORE PLACING IT IN THE FIELD TO ENSURE IT MEETS THE PERFORMANCE

SPECIFICATIONS OUTLINED IN THE PLANS AND STORMWATER MANAGEMENT

FACILITIES REPORT. THE PERMEABLE SOIL MUST HAVE A MINIMUM INFILTRATION

RATE OF 2 FEET/DAY.

-WHEN BACKFILLING THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS OF 12-18".

DO NOT USE HEAVY EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY

EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY

SOILS AND SAND. GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT

SUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH MARSH TRACKS. THE

COR (OR OWNER REPRESENTATIVE) SHALL BE PRESENT ON SITE DURING THE

CONSTRUCTION OF THE BIORETENTION FACILITIES TO ENSURE QUALITY

CONTROL.

GENERAL NOTES:

1. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

2. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF

DISTURBANCE.

3. CONSTRUCTION RUNOFF SHALL NOT ENTER BIORETENTION

PONDS. SITE SHALL BE STABILIZED PRIOR TO STORMWATER

ENTERING BIORETENTION PONDS.

4. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS

ARE APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN

ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR

COMPLETENESS OF ANY UNDERGROUND FACILITY SHOWN. OTHER

UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND

IMMEDIATELY NOTIFY THE COR IF ANY SUCH FACILITIES CONFLICT

OR INTERFERE WITH THE CONSTRUCTION OF THE PROPOSED

WORK.

5. REFER TO BIORETENTION DETAILS ON CG504.

LEGEND

Scale: NTS

FORE-BAY TYPICAL SECTION

AutoCAD SHX Text

CO

AutoCAD SHX Text

INV. 488.70

AutoCAD SHX Text

DETENTION POND

AutoCAD SHX Text

INLET STRUCTURE 30G1-0103D

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

INV. 490.08

AutoCAD SHX Text

INV. 489.73

AutoCAD SHX Text

CG506

EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMIT OF DISTURBANCE UNDERDRAIN

BIORETENTION

POND 1

SUBAREA 1

SUBAREA 2

SUBAREA 3

SUBAREA 4

SUBAREA 5

SUBAREA 6

OS SUBAREA 6

SUBAREA 7

SUBAREA 8

OS SUBAREA 8

SUBAREA 9

DRAINAGE

AREA 1

DRAINAGE

AREA 2

BIORETENTION

POND 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

WATER QUALITY PLAN

WTHWTH 36

CG601

Scale: 1"= 60'-0"

WATER QUALITY PLAN

N

GRAPHIC SCALE

1" = 60'

60'0 120'30'

WATER QUALITY VOLUME

TOTAL RUNOFF DIFFERENTIAL

LEGEND

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PP

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PP

AutoCAD SHX Text

PP

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PP

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COMMUNICATIONS BOX

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text 20' Water Line Easement Book 8112, Page 675

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

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COMMUNICATIONS BOX

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text 5' SWBT Easement Book 7586, Page 983

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text 20' Water Line Easement Book 8112, Page 675

AutoCAD SHX Text Sanitary Sewer Easement B6638 / P1735

AutoCAD SHX Text Sanitary Sewer Easement Book 14869, Page 0558/0566

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OVERLAND FLOW PATH