Part3_657.313H.00.Volume 2.pdf

PDF 25 MB Posted Jul 8, 2020

Attached to: Y1AZ--Jefferson Barracks St Louis Campus Demolition and Paving
Solicitation number: 36C10F20R0019
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity for demolition and paving services at the Jefferson Barracks Division Campus of the St Louis VA Medical Center. The Department of Veterans Affairs seeks a Service-Disabled Veteran-Owned Small Business contractor to provide all labor, materials, tools and equipment for the abatement and demolition of Buildings 61 and 63 as well as individual site improvements including excavation, fill, infrastructure, pavements, and landscaping. The estimated value of the contract is between $10-20 million and work must be completed within 530 calendar days of receiving the notice to proceed. The solicitation will be available on April 24, 2020 via FedBizOpps and proposals are due by May 29, 2020. A pre-proposal conference will also be held. The opportunity is set aside exclusively for CVE-verified SDVOSB contractors with a NAICS code of 238910 and bonding capacity for 100% of the contract value.

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Other files

File	Type	Posted
36C10F20R0019 0008.docx	DOCX document	Aug 19, 2020
Amendment 7 Summary.pdf	PDF	Aug 18, 2020
Campus Demo and Paving Submittal Register.pdf	PDF	Aug 18, 2020
36C10F20R0019 0007.docx	DOCX document	Aug 18, 2020
36C10F20R0019 0006.docx	DOCX document	Aug 12, 2020
Campus Demo and Paving Amendment 5_Part3.pdf	PDF	Aug 5, 2020
36C10F20R0019 0005_2.docx	DOCX document	Aug 5, 2020
36C10F20R0019 0005_1.docx	DOCX document	Aug 5, 2020
Campus Demo and Paving Amendment 5_Part2.pdf	PDF	Aug 5, 2020
36C10F20R0019 0005.docx	DOCX document	Aug 5, 2020
Campus Demo and Paving Amendment 5_Part1.pdf	PDF	Aug 5, 2020
657.313H.00.Specs Volume 3_Part2.pdf	PDF	Aug 3, 2020
36C10F20R0019 0001_10.docx	DOCX document	Aug 3, 2020
36C10F20R0019 0004_1.docx	DOCX document	Jul 31, 2020
MH_S13(1).zip	ZIP file	Jul 31, 2020
MH_S7(6).zip	ZIP file	Jul 31, 2020
36C10F20R0019 0004.docx	DOCX document	Jul 31, 2020
MH_S5(1).zip	ZIP file	Jul 31, 2020
36C10F20R0019 0003.docx	DOCX document	Jul 31, 2020
657.313J.00.010000 2020 0505.pdf	PDF	Jul 31, 2020
MANHOLE SCOPE OF WORK REFERENCE.pdf	PDF	Jul 20, 2020
36C10F20R0019 0002.docx	DOCX document	Jul 20, 2020
Preproposal conference slideshow.pdf	PDF	Jul 20, 2020
CDP Project Scope Exhibit.pdf	PDF	Jul 20, 2020
36C10F20R0019 0001_9.docx	DOCX document	Jul 8, 2020
657.313H.00.Volume 6.pdf	PDF	Jul 8, 2020
657.313H.00.Volume 5.pdf	PDF	Jul 8, 2020
36C10F20R0019 0001_8.docx	DOCX document	Jul 8, 2020
657.313H.00.Volume 4.pdf	PDF	Jul 8, 2020
36C10F20R0019 0001_7.docx	DOCX document	Jul 8, 2020
657.313H.00.Volume 3.zip	ZIP file	Jul 8, 2020
36C10F20R0019 0001_6.docx	DOCX document	Jul 8, 2020
36C10F20R0019 0001_5.docx	DOCX document	Jul 8, 2020
36C10F20R0019 0001_4.docx	DOCX document	Jul 8, 2020
Part2_657.313H.00.Volume 2.pdf	PDF	Jul 8, 2020
36C10F20R0019 0001_3.docx	DOCX document	Jul 8, 2020
Part1_657.313H.00.Volume 2.pdf	PDF	Jul 8, 2020
657.313H.00.Volume 1.pdf	PDF	Jul 8, 2020
36C10F20R0019 0001_2.docx	DOCX document	Jul 8, 2020
36C10F20R0019 0001_1.docx	DOCX document	Jul 8, 2020
657.313H.00.Specs Volume 2.pdf	PDF	Jul 8, 2020
657.313H.00.Specs Volume 3_Part1.pdf	PDF	Jul 8, 2020
36C10F20R0019 0001.docx	DOCX document	Jul 8, 2020
657.313H.00.Specs Volume 1.pdf	PDF	Jul 8, 2020
36C10F20R0019_1.docx	DOCX document	Jul 6, 2020

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Dwg. 61 of 89

HYDRAULIC DATA SHEET

15-YR, 20-MIN STORM EVENT

C-114-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

Dwg. 62 of 89

HYDRAULIC DATA SHEET

100-YR, 20-MIN STORM EVENT

C-115-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

Dwg. 63 of 89

SEWER DETAILS

C-116-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

PIPE BEDDING DETAILS

2 GRATE INLET DETAILPRECAST AREA INLET DETAIL

S4 S5

PRECAST MANHOLE

STEEL REQUIREMENTS FOR GRATE INLET SEAT DETAIL OF STEEL GRATE

S2 S3

CURB INLET DETAILS

2 GRATE INLET W/ SIDE INTAKE

PIPE PLUG DETAIL

PIPE BEDDING CLASS "C"

CAMPUS DEMOLITION &

PAVING (NORTH)

CLEANOUT DETAIL

S10

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

AutoCAD SHX Text 12"

AutoCAD SHX Text

CONCRETE FILL

AutoCAD SHX Text

ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

NTS

AutoCAD SHX Text 49 1/4"

AutoCAD SHX Text %%U(2) 30" x 15" GRATES

AutoCAD SHX Text 43 1/4"

AutoCAD SHX Text 42"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6"

AutoCAD SHX Text 5"

AutoCAD SHX Text 49 1/4"

AutoCAD SHX Text

3/4" MORTAR BED

AutoCAD SHX Text 8"

AutoCAD SHX Text 7"-9"-11"-13"

AutoCAD SHX Text

APPROVED MASTIC JOINT

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

APPROVED PATENTED

AutoCAD SHX Text

COMPRESSION TYPE

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WITH BRICK WORK (MIN. 11")

AutoCAD SHX Text

ADJUST TO FINAL GRADE

AutoCAD SHX Text

%%USTANDARD 42" DIA. CONE SECTION

AutoCAD SHX Text

%%U2 GRATE INLET

AutoCAD SHX Text

%%UADAPTER RING

AutoCAD SHX Text 49 1/4"

AutoCAD SHX Text

%%USTANDARD 2 GRATE

AutoCAD SHX Text

%%UINLET SEAT

AutoCAD SHX Text

%%UINLET MANHOLE BASE

AutoCAD SHX Text

(2) 5/8" DIA.-1'0" PINS

AutoCAD SHX Text

3/4" MORTAR BED JOINT

AutoCAD SHX Text

%%UCAST IRON COVER

AutoCAD SHX Text 7"-9"-11"-13"

AutoCAD SHX Text

ADJUST TO FINAL GRADE

AutoCAD SHX Text

WITH BRICK WORK (MAX. 11")

AutoCAD SHX Text

SHIPPED AS ONE UNIT

AutoCAD SHX Text

APPROVED PATENTED

AutoCAD SHX Text

COMPRESSION TYPE

AutoCAD SHX Text

APPROVED JOINT

AutoCAD SHX Text

3/4" MORTAR BED JOINT

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

%%UINLET MANHOLE BASE

AutoCAD SHX Text 6"

AutoCAD SHX Text

%%UINLET BASE &

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VARIES

AutoCAD SHX Text

%%UADAPTER RING

AutoCAD SHX Text

%%U4 WAY CONCRETE UNIT

AutoCAD SHX Text 54"

AutoCAD SHX Text 42"

AutoCAD SHX Text 6"

AutoCAD SHX Text 48"

AutoCAD SHX Text 8"

AutoCAD SHX Text

%%UINLET STONE

AutoCAD SHX Text 54"

AutoCAD SHX Text 48"

AutoCAD SHX Text 5"

AutoCAD SHX Text

NTS

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DEFLECTION ANGLE

AutoCAD SHX Text %%uMANHOLE BASE PLAN

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text 8"

AutoCAD SHX Text

MSD STANDARD MANHOLE

AutoCAD SHX Text

FRAME AND COVER

AutoCAD SHX Text 18" Max.

AutoCAD SHX Text 2 /

AutoCAD SHX Text

PRECAST TOP

AutoCAD SHX Text

TRANSITION SECTION

AutoCAD SHX Text

FACTORY CAST OPENING AS

AutoCAD SHX Text

ON INCOMING PIPE.)

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TO POURING OUTSIDE DROP.

AutoCAD SHX Text

REQUIRED. (MINIMUM 2" CLEARANCE

AutoCAD SHX Text

2" DIA. HOLES FOR #4 - 18" L. RE-BAR

AutoCAD SHX Text

EACH SIDE DROP PIPE. RE-BAR TO BE

AutoCAD SHX Text

GROUTED & OBTAINED FINAL SET PRIOR

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 48"%%c OR 60"%%C

AutoCAD SHX Text %%uBASE SECTION

AutoCAD SHX Text

APPROVED PATENTED COMPRESSION

AutoCAD SHX Text

TYPE JOINT.

AutoCAD SHX Text

SHELF INVERT

AutoCAD SHX Text

SEE A.S.T.M. C-478 FOR

AutoCAD SHX Text

MIN. STEEL REQUIREMENTS.

AutoCAD SHX Text 24" Max.

AutoCAD SHX Text

SPACING

AutoCAD SHX Text 31" Max.

AutoCAD SHX Text 8"

AutoCAD SHX Text

OR APPROVED

AutoCAD SHX Text

GRADE RING

AutoCAD SHX Text

PRECAST RISER SECTION

AutoCAD SHX Text

ROUND RUBBER GASKET JOINT

AutoCAD SHX Text

COURSES OF BRICK

AutoCAD SHX Text

ADJUST TO GRADE WITH

AutoCAD SHX Text

SHAFT STEPS UNIFORMLY

AutoCAD SHX Text SPACED AT 16" o.c. max.

AutoCAD SHX Text

PRECAST BASE SECTION

AutoCAD SHX Text

OR APPROVED EQUAL

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 26 /

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4'-9"

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STRAIGHT

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BARS

AutoCAD SHX Text a

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 1'-2 1/2"

AutoCAD SHX Text 2-#4-G

AutoCAD SHX Text A

AutoCAD SHX Text 8"

AutoCAD SHX Text Top & Bottom:

AutoCAD SHX Text 8 1/2" for 2,3,or4 grate

AutoCAD SHX Text 1'-1" for 6 & 8 grate

AutoCAD SHX Text 6'-0'

AutoCAD SHX Text 2 Grate

AutoCAD SHX Text

USE

AutoCAD SHX Text G-2

AutoCAD SHX Text H-2

AutoCAD SHX Text H-3

AutoCAD SHX Text G-1

AutoCAD SHX Text

CALL

AutoCAD SHX Text 3"

AutoCAD SHX Text A

AutoCAD SHX Text 5" for 2,3,or 4 grate

AutoCAD SHX Text 8" for 6 & 8 grate

AutoCAD SHX Text Top & Bottom:

AutoCAD SHX Text 2-#4-H

AutoCAD SHX Text H-4

AutoCAD SHX Text 6 & 8 Grate

AutoCAD SHX Text 2"x3"x3/8" Steel

AutoCAD SHX Text (Sheet 44 of Details)

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 3 & 6 Grate

AutoCAD SHX Text 4 & 8 Grate

AutoCAD SHX Text 2, 3, or 4 Grate

AutoCAD SHX Text (Typ.)

AutoCAD SHX Text 1 3/16" max.

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text A

AutoCAD SHX Text 3/16" min.

AutoCAD SHX Text 15"

AutoCAD SHX Text 30"

AutoCAD SHX Text

- H-20 loading

AutoCAD SHX Text

- 65 lb. minimum

AutoCAD SHX Text A

AutoCAD SHX Text the purpose of identification.

AutoCAD SHX Text name or mark on each unit for

AutoCAD SHX Text

- Asphaltic 10 mil. coating

AutoCAD SHX Text

- Mild carbon steel - ASTM A569

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- The manufacturer must place his

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- All dimensions 1/8"%%p

AutoCAD SHX Text 4" (Typ.)

AutoCAD SHX Text Finish

AutoCAD SHX Text Identification

AutoCAD SHX Text Tolerances

AutoCAD SHX Text Capacity

AutoCAD SHX Text Weight

AutoCAD SHX Text Material

AutoCAD SHX Text 3/8" x 2" Filler

AutoCAD SHX Text 3/16" dia. min.

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SECTION A-A

AutoCAD SHX Text 3/16" min. x 2"

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NTS

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NTS

AutoCAD SHX Text 48"

AutoCAD SHX Text 54"

AutoCAD SHX Text 5"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 24 1/2" Dia.

AutoCAD SHX Text 14 3/4"

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%%UINLET STONE

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%%UIRON COVER

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%%UCONCRETE OR CAST

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ONE UNIT

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WORK (MAX. 11")

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APPROVED PATENTED

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%%UINLET BASE &

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%%UINLET MANHOLE BASE

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%%UADAPTER RING

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%%USINGLE CURB INLET

AutoCAD SHX Text 60"

AutoCAD SHX Text 48"

AutoCAD SHX Text 42"

AutoCAD SHX Text

JOINT

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COMPRESSION TYPE

AutoCAD SHX Text 6"

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VARIES

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SHIPPED AS

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GRADE WITH BRICK

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ADJUST TO FINAL

AutoCAD SHX Text 8"

AutoCAD SHX Text 42"

AutoCAD SHX Text 7"-9"-11"-13"

AutoCAD SHX Text 13 1/4"

AutoCAD SHX Text 54"

AutoCAD SHX Text 48"

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NTS

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THE CONVENIENCE OF THE CONTRACTOR. THE

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ALL DETAILS SHOWN ON THIS SHEET ARE FOR

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DETAILS ARE TO BE VERIFIED PER MSD'S

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STANDARD CONSTRUCTION SPECIFICATIONS, 2009.

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ALL METHODS, MEANS AND MATERIALS SHALL

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CONFORM TO MSD CURRENT STANDARD

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CONSTRUCTION SPECIFICATION, 2009.

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BED

AutoCAD SHX Text 2'-5 / "

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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AutoCAD SHX Text 3"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 6"

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AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 8 /"

AutoCAD SHX Text 6"

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3/4" MORTAR

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-3 / "

AutoCAD SHX Text 3"

AutoCAD SHX Text 8"

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AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-3 / "

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text 3'-7 / "

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 3"

AutoCAD SHX Text 5"

AutoCAD SHX Text A

AutoCAD SHX Text

%%USECTION "A-A"

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NTS

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THAN THAT OF OUTGOING PIPE.

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FLOWLINE ELEVATION OF INCOMING PIPES

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SHALL BE ONE (1) INCH HIGHER THAN

AutoCAD SHX Text 48"%%c OR 60"%%C

AutoCAD SHX Text

NOTE: UNLESS NOTED ON THE PROFILES MANHOLES SHALL BE 48"

AutoCAD SHX Text

REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS

AutoCAD SHX Text 60"

AutoCAD SHX Text 48"

AutoCAD SHX Text 42"

AutoCAD SHX Text 60"

AutoCAD SHX Text 48"

AutoCAD SHX Text 42"

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NTS

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(MODIFIED FOR REINFORCED

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CONCRETE PIPE)

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EXCAVATION

AutoCAD SHX Text 6"

AutoCAD SHX Text min.

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AutoCAD SHX Text F

AutoCAD SHX Text L

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LINE

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SPRING

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PLANE

AutoCAD SHX Text 6"

AutoCAD SHX Text min.

AutoCAD SHX Text 4" min.

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LINE OF ACTUAL

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EXCAVATION

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LINE OF ACTUAL

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LIMESTONE & SCREENINGS

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COMPACTED CRUSHED

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OUTSIDE OF PIPE BARREL

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OUTSIDE OF PIPE BELL

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REINFORCED CONCRETE PIPE)

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(FOR ALL 6" TO 18" PIPE EXCEPT

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EXCAVATION

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LINE OF ACTUAL

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OUTSIDE OF PIPE BELL

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LIMESTONE & SCREENINGS

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COMPACTED CRUSHED

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OUTSIDE OF PIPE BARREL

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AutoCAD SHX Text 6"

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LINE

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AutoCAD SHX Text 6"

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SPRING

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PLANE

AutoCAD SHX Text min.

AutoCAD SHX Text 6"

AutoCAD SHX Text 4" min.

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COMPACTED CRUSHED LIMESTONE AND SCREENINGS

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LINE OF ACTUAL EXCAVATION

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(MSD #1)

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(MSD #1)

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(MSD #2) 30"%%C OR GREATER

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(MSD #3) LESS THAN 30"%%C

AutoCAD SHX Text CAREFULLY PLACED AND COMPACTED SELECTED EARTH BEDDING IN 6" LAYERS (90% MODIFIED PROCTOR). COMPACTED CRUSHED LIMESTONE AND SCREENINGS REQUIRED UNDER PAVEMENT. (MSD #3)

AutoCAD SHX Text

PLUG

AutoCAD SHX Text

IRON FERRULE WITH METAL

AutoCAD SHX Text

COUNTER SUNK SCREW

AutoCAD SHX Text 45%%d ELBOW

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text

GROUTED PLUG

AutoCAD SHX Text

OR BUILDING

AutoCAD SHX Text

FORMED SQUARE

AutoCAD SHX Text

CONCRETE COLLAR

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

OF RUN

AutoCAD SHX Text

ELBOW WHEN ON END

AutoCAD SHX Text 45%%d WYE BRANCH, USE 45%%d

AutoCAD SHX Text

SERVICE LINE

AutoCAD SHX Text

NTS

Dwg. 64 of 89

SEWER DETAILS

C-117-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

Parameter Value pH range 5.2 to 8.00

Organic matter 1.5 to 5.0%

Magnesium 35 lbs. per acre, minimum

Phosphorous (P2O5) 75 lbs. per acre, minimum

Potassium (K2O) 85 lbs. per acre, minimum

Soluble salts 500 ppm

Planting Soil Characteristics

S11

BIO-RETENTION (BMP-F-6)

FOREBAY SPILLWAY DETAIL

S13

NOTE:

ENGINEER APPROVED SHOP DRAWINGS MUST BE SUBMITTED TO

MSD FOR REVIEW AND APPROVAL PRIOR TO THE CONSTRUCTION

OF THIS BMP STRUCTURE, MSD CONTACT; (314-768-6387)

FACILITY CONTACTS:

AMANDA RENTH, MS

MAJOR PROJECT LIAISON

U.S. DEPARTMENT OF VERTERANS AFFAIRS

1 JEFFERSON BARRACKS DRIVE

ST. LOUIS, MO 63125

(314-894-6433)

RICHARD NEWTON, PE, PMP

SENIOR RESIDENT ENGINEER

(314-894-6117)

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

NOTE:

MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP AND ITS

COMPONENTS PRIOR TO CONSTRUCTION. MSD CONTACT: PLEASE

CONTACT THE DISTRICT CONSTRUCTION MANAGEMENT DIVISION

AT 314-335-2072 FOR QUESTIONS.

BIO-RETENTION

MODIFIED UNDERDRAIN DETAIL

S12

NOTE:

BIO-RETENTION SOIL MEDIA TO BE PROVIDED BY MSD APPROVED SUPPLIER. NO ON-SITE SOIL MIXING

ALLOWED TO BE UTILIZED FOR BIO-RETENTION SOIL MEDIA.

INFILTRATION BED:

TO PREVENT CONSTRUCTION SEDIMENT FROM CLOGGING THE INFILTRATION BED, AT NO TIME MAY

CONSTRUCTION SEDIMENT ENTER THESE FACILITIES. ADDITIONALLY, THE FACILITIES SHALL NOT BE

CONSTRUCTED UNTIL ALL SURROUNDING AREAS THAT DRAIN TO THEM HAVE BEEN FULLY

ESTABLISHED AND STABILIZED.

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

AutoCAD SHX Text

ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text NOTES: 1. DURING CONSTRUCTION SITE RUNOFF SHALL NOT FLOW DURING CONSTRUCTION SITE RUNOFF SHALL NOT FLOW FLOW INTO BIORETENTION AREAS. ALL STORMWATER FLOW TO BIORETENTION AREAS SHALL BE DIVERTED, PLUGGED, OR DISCONNECTED UNTIL THE CONSTRUCTION SITE IS STABLE AND THE MSD INSPECTOR PROVIDE APPROVAL TO PLACE THE BMPS ONLINE. 2. SEE LANDSCAPE PLANS FOR DETAILS ON SEE LANDSCAPE PLANS FOR DETAILS ON PLANTINGS TO BE PROVIDED IN BIORETENTION AREAS.

AutoCAD SHX Text 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 SHOULD 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 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE DESIGN OR GEOTECHNICAL ENGINEER. 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 TO 18 INCHES. 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 CONTRACTOR'S LANDSCAPER AND GEOTECHNICAL ENGINEER SHALL BE PRESENT ON SITE DURING THE CONSTRUCTION OF THE BIORETENTION FACILITIES TO ENSURE QUALITY CONTROL.

AutoCAD SHX Text *PERMEABLE SOIL IS TO BE PRE-MANUFACTURED SOIL DESIGNED TO THE ABOVE SPECIFICATIONS. **SEE BIORETENTION BLOW-UP DETAILS AND SECTIONS ON SHEET C-118-N THROUGH C-119-N FOR DEPTH OF SOIL MEDIA. DEPTH VARIES FOR EACH WATER QUALITY AREA.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 3.0

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 10'

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text 1:1

AutoCAD SHX Text

NOTE: FOREBAY SPILLWAY SHALL BE INSPECTED

AutoCAD SHX Text

ANNUALLY. ROCKS SHALL BE REMOVED AND

AutoCAD SHX Text

REPLACED IF FOULING OCCURS.

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text FOREBAY SPILLWAY. ROCK SHALL BE GRADED BETWEEN 4" - 8" IN DIAMETER. NO LIMESTONE ALLOWED

AutoCAD SHX Text

PROVIDE MSD TYPE 4 FILTER FABRIC BENEATH ROCK SPILLWAY

AutoCAD SHX Text

ROCK SHALL BE HAND PLACED, NOT DUMPED TO CREATE STONE SPILLWAY.

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

ELEV. = 497.25

AutoCAD SHX Text 2.0"

AutoCAD SHX Text

6" PERFORATED P.V.C. PIPE.

AutoCAD SHX Text

WRAPPED IN NYLON FILTER SOCK

AutoCAD SHX Text

(SCHEDULE 40 P.V.C. OR SDR35).

AutoCAD SHX Text

3/8" DIA. HOLES SPACED ON 1 FOOT

AutoCAD SHX Text

CENTERS, PLACED ON TWO SIDES OF

AutoCAD SHX Text

THE PIPE, HOLES FACING DOWN.

AutoCAD SHX Text

3/8" CLEAN PEA GRAVEL

AutoCAD SHX Text AASHTO M-43 No. 8

AutoCAD SHX Text AASHTO M-43 No. 6 or 67

AutoCAD SHX Text

CLAY LESS THAN 10%

AutoCAD SHX Text

SILT 30% MAXIMUM

AutoCAD SHX Text

SAND 60% MINIMUM

AutoCAD SHX Text

PERMEABLE SOIL

AutoCAD SHX Text

MSD #4 FABRIC

AutoCAD SHX Text

VARIABLE WIDTH

AutoCAD SHX Text

W/ 6" OVERLAP

AutoCAD SHX Text

ON EACH END

AutoCAD SHX Text

3/4" CLEAN GRAVEL

AutoCAD SHX Text

ASTM C-33 "CONCRETE" (NATURAL) SAND

AutoCAD SHX Text

MSD TYPE 4 FABRIC

AutoCAD SHX Text 6.0"

AutoCAD SHX Text

REQUIRED INFILTRATION

AutoCAD SHX Text

RATE = 2 FT./DAY

AutoCAD SHX Text

OF GRAVEL

AutoCAD SHX Text

BED.

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text 6.0"

AutoCAD SHX Text

PERCHED OUTLET SILL

AutoCAD SHX Text

ELEV. VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC: 32 90 00)

AutoCAD SHX Text NOTE: THIS DETAIL IS PROVIDED TO REPRESENT THE RELATIONSHIP BETWEEN THE VARIOUS MEDIA LAYERS WITHIN THE BIO-RETENTION CELL. REFER TO BLOW-UP DETAILS FOR EACH INDIVIDUAL BIO-RETENTION AREA FOR CONSTRUCTION AND SOIL MEDIA DEPTH. THIS SHALL BE INCLUSIVE OF THE MSD PERMIT DRAWING SET.

AutoCAD SHX Text

SEE LANDSCAPE PLANS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6" 90%%d ELBOW

AutoCAD SHX Text

A-LOK GASKETED OPENING

AutoCAD SHX Text

STORM STRUCTURE

AutoCAD SHX Text

6" SOLID PIPE

AutoCAD SHX Text 6" 90%%d ELBOW

6" PERFORATED PIPE

AREA #2

AREA #3

AREA #2 SECTION A-A

AREA #3 SECTION A-A

AREA #1

AREA #1 SECTION A-A

Dwg. 65 of 89

BIORETENTION DETAILS

C-118-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

NOTE:

REFER TO SHEET C-113-N FOR SEWER PROFILES

FOR CONNECTION OF UNDERDRAINS

FOR BIO-RETENTIONS TO DRAIN STRUCTURE

SHOWN.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-124-N FOR DEFINED

WATER QUALITY AREAS.

AS-BUILT REPORT TO BE PROVIDED TO MSD

AFTER COMPLETION OF CONSTRUCTION INDICATING

ACTUAL VOLUMES CONSTRUCTED AT EACH

BIO-RETENTION BASIN BY CREATING MICRO-CONTOURS

OF THE BIO-RETENTION AREAS.

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text (TRIBUTARY AREA = 0.47 Ac.)

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text 509.15

AutoCAD SHX Text 508.65

AutoCAD SHX Text

AutoCAD SHX Text 508.50

AutoCAD SHX Text 508.00

AutoCAD SHX Text

AutoCAD SHX Text 506.50

AutoCAD SHX Text 506.00

AutoCAD SHX Text

AutoCAD SHX Text 507.09

AutoCAD SHX Text 506.59

AutoCAD SHX Text

AutoCAD SHX Text 509.84

AutoCAD SHX Text 509.34

AutoCAD SHX Text

AutoCAD SHX Text 507.14

AutoCAD SHX Text

AutoCAD SHX Text 507.99

AutoCAD SHX Text

AutoCAD SHX Text 506.29

AutoCAD SHX Text

AutoCAD SHX Text 505.68

AutoCAD SHX Text 505.18

AutoCAD SHX Text 509.71

AutoCAD SHX Text 509.21

AutoCAD SHX Text

AutoCAD SHX Text 508.85

AutoCAD SHX Text

AutoCAD SHX Text 506.75

AutoCAD SHX Text 505.88

AutoCAD SHX Text

EXTENTS OF PERMEABLE SOIL.

AutoCAD SHX Text

6" PERFORATED P.V.C. UNDERDRAIN PIPE, 28.5 FT.

AutoCAD SHX Text

NEW AREA INLET TOP=506.17 SILL=505.25 FL=497.50

AutoCAD SHX Text 510.39

AutoCAD SHX Text 509.89

AutoCAD SHX Text

FL=501.25

AutoCAD SHX Text 505.82

AutoCAD SHX Text 505.32

AutoCAD SHX Text

(3.00' PERMEABLE SOIL DEPTH)

AutoCAD SHX Text 510.22

AutoCAD SHX Text 509.72

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 504.61

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text 504.51

AutoCAD SHX Text 504.01

AutoCAD SHX Text 504.50

AutoCAD SHX Text 504.00

AutoCAD SHX Text

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text

AutoCAD SHX Text 504.50

AutoCAD SHX Text 504.00

AutoCAD SHX Text 504.50

AutoCAD SHX Text 504.00

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 503.95

AutoCAD SHX Text

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text 504.64

AutoCAD SHX Text 504.14

AutoCAD SHX Text

6" PERFORATED P.V.C. UNDERDRAIN PIPE, 73 FT.

AutoCAD SHX Text

FL=500.00

AutoCAD SHX Text 504.70

AutoCAD SHX Text 504.20

AutoCAD SHX Text

NEW AREA INLET TOP=504.67 SILL=503.75 FL=494.94

AutoCAD SHX Text

EXTENTS OF PERMEABLE SOIL.

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text (TRIBUTARY AREA = 0.74 Ac.)

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

(3.00' PERMEABLE SOIL DEPTH)

AutoCAD SHX Text 504.54

AutoCAD SHX Text

FL=499.75

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text 504.25

AutoCAD SHX Text

FL=498.50

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=5'

AutoCAD SHX Text

VERTICAL SCALE: 1"=5'

AutoCAD SHX Text A

AutoCAD SHX Text

TOP=506.17

AutoCAD SHX Text

SILL=505.25

AutoCAD SHX Text

AREA INLET

AutoCAD SHX Text

FL=497.50

AutoCAD SHX Text

6" P.V.C. PIPE FL=501.25

AutoCAD SHX Text

12" R.C.P. FL=497.50

AutoCAD SHX Text WQv ELEV. = 505.25

AutoCAD SHX Text

SURFACE ELEV. = 504.25

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=5'

AutoCAD SHX Text

VERTICAL SCALE: 1"=5'

AutoCAD SHX Text

TOP=504.67

AutoCAD SHX Text

SILL=503.75

AutoCAD SHX Text

AREA INLET

AutoCAD SHX Text

FL=494.94

AutoCAD SHX Text

12" R.C.P. FL=494.94

AutoCAD SHX Text WQv ELEV. = 503.75

AutoCAD SHX Text

SURFACE ELEV. = 503.00

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text A

AutoCAD SHX Text

6" P.V.C. PIPE FL=500.00

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text (TRIBUTARY AREA = 0.97 Ac.)

AutoCAD SHX Text

AutoCAD SHX Text 515.98

AutoCAD SHX Text 515.48

AutoCAD SHX Text

AutoCAD SHX Text 515.98

AutoCAD SHX Text 515.48

AutoCAD SHX Text

AutoCAD SHX Text 516.10

AutoCAD SHX Text 515.60

AutoCAD SHX Text

AutoCAD SHX Text 516.45

AutoCAD SHX Text 515.95

AutoCAD SHX Text

AutoCAD SHX Text 515.81

AutoCAD SHX Text 515.31

AutoCAD SHX Text

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text

AutoCAD SHX Text 514.30

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 514.95

AutoCAD SHX Text 514.45

AutoCAD SHX Text

AutoCAD SHX Text 515.30

AutoCAD SHX Text 514.80

AutoCAD SHX Text

FL=508.80

AutoCAD SHX Text

FL=508.80

AutoCAD SHX Text

FL=510.30

AutoCAD SHX Text

6" PERFORATED P.V.C. UNDERDRAIN PIPE, 30 FT.

AutoCAD SHX Text

EXTENTS OF PERMEABLE SOIL.

AutoCAD SHX Text

(3.00' PERMEABLE SOIL DEPTH)

AutoCAD SHX Text

EX2

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

6" PERFORATED P.V.C. UNDERDRAIN PIPE, 57 FT.

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

AREA INLET TOP=514.92 SILL=514.00 FL=504.64

AutoCAD SHX Text A

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=5'

AutoCAD SHX Text

VERTICAL SCALE: 1"=5'

AutoCAD SHX Text

TOP=514.92

AutoCAD SHX Text

SILL=514.00

AutoCAD SHX Text

AREA INLET

AutoCAD SHX Text

FL=504.64

AutoCAD SHX Text

12" R.C.P. FL=504.64

AutoCAD SHX Text WQv ELEV. = 514.00

AutoCAD SHX Text

SURFACE ELEV. = 513.30

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

6" P.V.C. PIPE FL=510.30

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

EX2

AutoCAD SHX Text

ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AREA #4

AREA #4 SECTION A-A

Dwg. 66 of 89

BIORETENTION DETAILS

C-119-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

NOTE:

REFER TO SHEET C-113-N FOR SEWER PROFILES

FOR CONNECTION OF UNDERDRAINS

FOR BIO-RETENTIONS TO DRAIN STRUCTURE

SHOWN.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-124-N FOR DEFINED

WATER QUALITY AREAS.

AS-BUILT REPORT TO BE PROVIDED TO MSD

AFTER COMPLETION OF CONSTRUCTION INDICATING

ACTUAL VOLUMES CONSTRUCTED AT EACH

BIO-RETENTION BASIN BY CREATING MICRO-CONTOURS

OF THE BIO-RETENTION AREAS.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=5'

AutoCAD SHX Text (TRIBUTARY AREA = 0.63 Ac.)

AutoCAD SHX Text

AutoCAD SHX Text 500.08

AutoCAD SHX Text

NEW AREA INLET TOP=500.67 SILL=499.75 FL=491.50

AutoCAD SHX Text

FL=495.00

AutoCAD SHX Text

FL=495.00

AutoCAD SHX Text

FL=496.50

AutoCAD SHX Text

EXTENTS OF PERMEABLE SOIL.

AutoCAD SHX Text

6" PERFORATED P.V.C. UNDERDRAIN PIPE, 65 FT.

AutoCAD SHX Text 501.25

AutoCAD SHX Text

AutoCAD SHX Text 501.89

AutoCAD SHX Text

AutoCAD SHX Text 502.91

AutoCAD SHX Text 502.41

AutoCAD SHX Text

AutoCAD SHX Text 503.68

AutoCAD SHX Text 503.18

AutoCAD SHX Text

(2.50' PERMEABLE SOIL DEPTH)

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

AutoCAD SHX Text WQv ELEV. =499.75

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=5'

AutoCAD SHX Text

VERTICAL SCALE: 1"=5'

AutoCAD SHX Text

TOP=500.67

AutoCAD SHX Text

SILL=499.75

AutoCAD SHX Text

AREA INLET

AutoCAD SHX Text

FL=491.50

AutoCAD SHX Text

12" R.C.P. FL=491.50

AutoCAD SHX Text WQv ELEV. = 499.75

AutoCAD SHX Text

SURFACE ELEV. = 499.00

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

6" P.V.C. PIPE FL=496.50

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

6" P.V.C. PERF. PIPE FL=495.00

AutoCAD SHX Text

3"-5" CLEAN STONE ON SLOPES (SEE PLANTING SPEC. 32 90 00)

AutoCAD SHX Text

ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

2.5

AREA #5 SECTION A-A

AREA #5 SECTION B-B

Dwg. 67 of 89

BIORETENTION DETAILS

C-120-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

AREA #5

PLANTING PLAN

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

CAMPUS DEMOLITION &

PAVING (NORTH)

GEORGE M. STOCK E-25116 CIVIL ENGINEER

AUTHORITY: 000996

CERTIFICATE OF

2019-08-05

NOTE:

REFER TO SHEET C-113-N FOR SEWER PROFILES

FOR CONNECTION OF UNDERDRAINS

FOR BIO-RETENTIONS TO DRAIN STRUCTURE

SHOWN.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-124-N FOR DEFINED

WATER QUALITY AREAS.

AS-BUILT REPORT TO BE PROVIDED TO MSD

AFTER COMPLETION OF CONSTRUCTION INDICATING

ACTUAL VOLUMES CONSTRUCTED AT EACH

BIO-RETENTION BASIN BY CREATING MICRO-CONTOURS

OF THE BIO-RETENTION AREAS.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

REFER TO SHEET C-117-N DETAILS S11

FOR TYPICAL SECTION OF BIO-RETENTION

FILTER MEDIA.

AutoCAD SHX Text 496.50

AutoCAD SHX Text 492.68

AutoCAD SHX Text 492.18

AutoCAD SHX Text

GRATE INLET TOP=493.47 FL=481.43 30H2-084C (PRIVATE)

AutoCAD SHX Text 24" R.C.P.

AutoCAD SHX Text 24" P.V.C.

AutoCAD SHX Text

MANHOLE TOP=496.00 FL=480.31

AutoCAD SHX Text

AutoCAD SHX Text 30H2-025C

AutoCAD SHX Text

TOP=493.47

AutoCAD SHX Text

FL=485.86

AutoCAD SHX Text

SANITARY M.H.

AutoCAD SHX Text

DOUBLE CURB INLET TOP-494.72 SILL=493.80 FL=489.30

AutoCAD SHX Text

AREA INLET TOP=495.92 SILL=495.00 FL=484.50

AutoCAD SHX Text

EX1

AutoCAD SHX Text

AREA INLET TOP=497.92 SILL=497.00 FL=491.00

AutoCAD SHX Text

AutoCAD SHX Text 496.50

AutoCAD SHX Text

AutoCAD SHX Text 496.50

AutoCAD SHX Text

AutoCAD SHX Text 496.50

AutoCAD SHX Text

WEST FOREBAY

AutoCAD SHX Text

EAST FOREBAY

AutoCAD SHX Text

NEW ROCK SPILLWAY SEE DETAIL ON SHEET C-117-N

AutoCAD SHX Text

FL=492.00

AutoCAD SHX Text

72'~6" PERFORATED PVC

AutoCAD SHX Text

CONVERT TO MANHOLE. ADJUST TOP TO ELEV.=495.43

AutoCAD SHX Text

ADJUST TOP TO ELEV. =496.13

AutoCAD SHX Text

BMP RESERVE AREA (TYP)

AutoCAD SHX Text

FND PK NAIL 22.38'S N 969499.1120 E 882372.2900 ELEV. 496.84

AutoCAD SHX Text

FND CROSSL 9.61'S

AutoCAD SHX Text 497.25

AutoCAD SHX Text

FL=493.50

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text

TOP OF BERM =499.00

AutoCAD SHX Text

ELEV. = 497.25

AutoCAD SHX Text

TOP OF BERM =498.00

AutoCAD SHX Text WQv ELEV. = 497.00

AutoCAD SHX Text

SURFACE ELEV. = 496.00

AutoCAD SHX Text

WEST FOREBAY SURFACE ELEV. = 496.50

AutoCAD SHX Text

TOP=497.92

AutoCAD SHX Text

SILL=497.00

AutoCAD SHX Text

AREA INLET

AutoCAD SHX Text

FL=491.00

AutoCAD SHX Text

6" P.V.C. PIPE FL=492.00

AutoCAD SHX Text

6" P.V.C. PIPE FL=493.50

AutoCAD SHX Text

15" R.C.P. FL=491.00

AutoCAD SHX Text

TOP OF SPILLWAY =497.25

AutoCAD SHX Text

6" P.V.C. PIPE FL=492.00

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text

VERTICAL SCALE: 1"=10'

AutoCAD SHX Text

6" P.V.C. PIPE FL=492.00

AutoCAD SHX Text

ELEV. = 497.25

AutoCAD SHX Text

EAST FOREBAY SURFACE ELEV. = 496.50

AutoCAD SHX Text

TOP OF SPILLWAY =497.25

AutoCAD SHX Text WQv ELEV. = 497.00

AutoCAD SHX Text

SURFACE ELEV. = 496.00

AutoCAD SHX Text

TOP OF BERM =498.00

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text

VERTICAL SCALE: 1"=10'

AutoCAD SHX Text

ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text (TRIBUTARY AREA = 7.26 Ac.)

AutoCAD SHX Text

(2.50' PERMEABLE SOIL DEPTH)

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text

HORIZONTAL SCALE: 1"=10'

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

Dwg. 68 of 89

EROSION CONTROL PLAN

C-121-N

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313H

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

Date RevisionsNo.

LEGEND

SILT FENCE

INLET PROTECTION

OUTLET PROTECTION

FIBER ROLLS AND WATTLES

NOTE:

FIBER ROLLS AND WATTLES SHALL

BE USED AS INLET PROTECTION FOR

INLETS WITHIN PARKING LOTS AND

ALONG ROADWAYS.

M A

T C

H L

I N

MSD PROJ. #19MSD-00268, BASE MAP # 30H2

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIV…

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File details come from the government source that posted it. Updated Oct 8, 2025.