S02 Drawings Ft. Sam Houston - Additional Road Repairs_F.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_g i_ co ve r_ cp s.

dw g ed it:

jd ob ia s sa ve d:

8/

/2

:5

AM

p ub lis he d:

et ha n rin pr in te d:

4/

/2

2:

P M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

DEPARTMENT OF VETERANS AFFAIRS

FORT SAM HOUSTON NATIONAL CEMETERY

PHASE 3 EXPANSION & IMPROVEMENTS: VA PROJECT NO. 846CM2045

PROJECT: ADDITIONAL ROAD REPAIRS

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

CIVIL ENGINEERING, LAND SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: ERIC SAUTBINE, PROJECT MANAGER

PHONE: (763) 412-4000

SITE DATA

FORT SAM HOUSTON NATIONAL CEMETERY

STREET ADDRESS: 1520 HARRY WURZBACH RD,

SAN ANTONIO, TX 78209

COUNTY: BEXAR

PHASE 3

LOCATION MAP: N.T.S.

N

GI100

COVER SHEET

WINANS ROAD

HA

RR

Y W

UR

ZB

AC

H

RD

NURSERY RD

SHEET INDEX

PROJECT AREAS:

1"=150'

N

SCALE:

SHEET # TITLE PAGE #

GENERAL

GI100 COVER SHEET 1

GC100 EXISTING ROADS - SITE MAP 2

BASE BID

VF101 SURVEY ENLARGEMENT 1 - WEST CEMETARY 3

VF102 SURVEY ENLARGEMENT 2 - WEST CEMETARY 4

VF103 SURVEY ENLARGEMENT 3 - WEST CEMETARY 5

CD101 DEMOLITION PLAN - AUSTIN LOOP 6

CD102 DEMOLITION PLAN - AUSTIN CIRCLE 7

CD103 DEMOLITION PLAN - MEDINA LOOP 8

CP101 PLAN & PROFILE - AUSTIN LOOP (STA. 0+00-9+75) 9

CP102 PLAN & PROFILE - AUSTIN CIRCLE (STA. 0+00-4+69) 10

CP103 PLAN & PROFILE - MEDINA LOOP (STA. 0+00-6+60) 11

CE101 SWPPP NARRATIVE - 1 12

CE102 SWPPP NARRATIVE - 2 13

CE103 EPIC - ENVIRONMENTAL PERMITS, ISSUES, AND

COMMITMENTS 14

CS501 SITE DETAILS 15

BID OPTION 1

CD101 DEMOLITION PLAN - SAN ANTONIO BLVD 16

CG101 PLAN & PROFILE - SAN ANTONIO BLVD (STA. -0+10-4+80) 17

SAN ANTONIO BLVD

AUSTIN CIRCLE

& MEDINA LOOP

1"=50'

N

SCALE:

Xref ..\..\..\_05 Arch\_01 CAD files\_02 xRefs\Building Out Line.dwg

BURIAL

SECTION 2S

BURIAL

SECTION AA

BURIAL

SECTION AB

BURIAL

SECTION PB

BURIAL

SECTION AC

BURIAL

SECTION PA

BURIAL

SECTION PC

BURIAL

SECTION AD

BURIAL

SECTION AG

BURIAL

SECTION AH

BURIAL

SECTION AH

BURIAL

SECTION AJ

BURIAL

SECTION AJ

BURIAL

SECTION 22

BURIAL

SECTION 21

BURIAL

SECTION 1

BURIAL

SECTION 2

BURIAL

SECTION 3

BURIAL

SECTION 4

BURIAL

SECTION 18

BURIAL

SECTION 20

BURIAL

SECTION 19

BURIAL

SECTION 6

BURIAL

SECTION 5

BURIAL

SECTION 7

BURIAL

SECTION V

BURIAL

SECTION W

BURIAL

SECTION 2A

BURIAL

SECTION Z

BURIAL

SECTION X

BURIAL

SECTION 2B

BURIAL

SECTION 2C

BURIAL

SECTION Y

BURIAL

SECTION MA

BURIAL

SECTION C

BURIAL

SECTION B

BURIAL

SECTION A BURIAL

SECTION D

BURIAL

SECTION G

BURIAL

SECTION J

BURIAL

SECTION P

BURIAL

SECTION F

BURIAL

SECTION E

BURIAL

SECTION ZA

BURIAL

SECTION 2D

BURIAL

SECTION PF

BURIAL

SECTION PE

BURIAL

SECTION PD

BURIAL

SECTION PI

BURIAL

SECTION PH

BURIAL

SECTION PG

BURIAL

SECTION I

BURIAL

SECTION H

BURIAL

SECTION O

BURIAL

SECTION N

BURIAL

SECTION K

BURIAL

SECTION L

BURIAL

SECTION M

BURIAL

SECTION Q

BURIAL

SECTION R

BURIAL

SECTION S

BURIAL

SECTION T

BURIAL

SECTION U

BURIAL

SECTION 8

BURIAL

SECTION 8A

BURIAL

SECTION 13

BURIAL

SECTION AI

BURIAL

SECTION 1

BURIAL

SECTION 21

BURIAL

SECTION MA2

HA

RR

Y W

UR

ZB

AC

H

RD

WINANS RD

NURSERY RD

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CONCRETE C&G

NEW ASPHALT

PAVEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c s_ ro ad re pa ir_ cp s.

dw jd ob ia d:

7/

/2

:3 ub lis he d:

et ha n rin te d:

4/

/2

2:

P M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

GC100

EXISTING ROADS - SITE MAP

N 0 100' 200'

SCALE:1

EXISTING ROADS - SITE MAP

1" = 100'

SA

M

HOUSTON CIRCLE

SAN ANTIONO BLVD

M

AC

O D

O N

IA

S

T

SA

N

M

AR

C O

S T

N

EW

B R

AU

N

FE

LS

S T

SA

M

H O

U

ST

O N

C

IR

C

LE

AUSTIN LOOP

AU

ST

IN

C

IR

C

LE

MEDINA LOOP

ALAMO LOOP

MEDINA LOOP

SAM HOUSTON CIRCLE

NOTES

1. SAWCUT ALL EXTENTS PERPENDICULAR TO

ROAD.

2. REMOVE ALL CURB & GUTTER WITHIN

PAVEMENT REMOVAL AREA.

3. REINSTALL PAVEMENT SECTION PER DETAILS

ON SHEET CS501.

4. REINSTALL CURB & GUTTER PER DETAILS ON

SHEET CS501.

CP-101

1CP-102

CP103

KEY NOTES:

1 WHERE FULL-DEPTH REPLACEMENT

CONNECTS TO ADJACENT PAVEMENT MILL AND

OVERLAY 2' OF ADJACENT PAVEMENT AT A

DEPTH OF 2" TO COMPLETE TIE IN

CG101

1 1

BASE BID

BID OPTION 1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_v -1

_c ps .d w jd ob ia d:

7/

/2

3:

P M ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

VF101

JLNH

SURVEY ENLARGEMENT 1 - WEST

CEMETARY

M

AT

C H

L

IN

E V

F1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_v -1

_c ps .d w er in d:

6/

/2

:5 ub lis he d:

et ha n rin te d:

4/

/2

2:

P M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

VF102

JLNH

SURVEY ENLARGEMENT 2 - WEST

CEMETARY

MATCH LINE VF103

M

AT

C H

L

IN

E V

F1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_v -1

_c ps .d w jd ob ia d:

6/

/2

:5 ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

VF103

JLNH

SURVEY ENLARGEMENT 3 - WEST

CEMETARY

MATCH LINE VF102

SECTION AH

BURIAL

SECTION B

BURIAL

SECTION A BURIAL

SECTION D

BURIAL

SECTION E

BURIAL

SECTION AI

N=13721065.26 E=2148590.23

N=13720873.46 E=2148603.18

N=13720815.80 E=2148984.25

N=13720817.55 E=2149332.76

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d em o_

2_ cp s

.d w er in d:

4/

/2

:0 ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

CD101

DEMOLITION PLAN - AUSTIN LOOP

PROTECT TREE (TYP.)

(4/CS-501)

SEE SHEET CP103

(SEE SHEET CP-102)

1 DEMOLITION PLAN - AUSTIN LOOP

SCALE: 1" = 30'

N

0 30' 60'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

C&G

PROTECT EXISTING TREE.

PROTECT EXISTING CATCH BASIN INLET

NA

REMOVE & REPLACE EXISTING CURB & GUTTER

KEY NOTES

N=13720873.46 E=2148603.18

CD102

DEMOLITION PLAN - AUSTIN CIRCLE

SEE SHEET CP-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d em o_

2_ cp s

.d w er in d:

4/

/2

:0 ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

1 DEMOLITION PLAN - AUSTIN CIRCLE

SCALE: 1" = 30'

N

0 30' 60'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

C&G

PROTECT EXISTING TREE.

PROTECT EXISTING CATCH BASIN INLET

REMOVE & REPLACE EXISTING CURB AND GUTTER

KEY NOTES

SECTION AJ

BURIAL

SECTION 2

BURIAL

SECTION A

N=13720815.80 E=2148984.25

N=13720937.20 E=2148983.34

N=13720489.28 E=2149305.33

CD103

DEMOLITION PLAN - MEDINA LOOP

SEE SHEET CD10

SEE SHEET CD10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d em o_ m ed in a lo op _c ps .d w er in d:

4/

/2

:0 ub lis he d:

et ha n rin te d:

4/

/2

2:

P M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

N

0 30' 60'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

C&G

PROTECT EXISTING TREE.

PROTECT EXISTING CATCH BASIN INLET

NA

REMOVE & REPLACE EXISTING CURB & GUTTER

KEY NOTES

1 DEMOLITION PLAN - MEDINA LOOP

SCALE: 1" = 30'

4+

5+

6+

0+00

1+00

2+00 3+00 4+00 5+00

0+

1+

0+

1+

2+

3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+75

0+00

0+00

1+00

2+

0+

1+

1+

BURIAL

SECTION AH

BURIAL

SECTION B

BURIAL

SECTION A BURIAL

SECTION D

BURIAL

SECTION E

BURIAL

SECTION AI

N=13721065.26 E=2148590.23

N=13720873.46 E=2148603.18

N=13720815.80 E=2148984.25

N=13720817.55 E=2149332.76

1.

0+00

0.

0.

9.

8.

1+00

8.

7.

7.

7.

2+00

7.

7.

9.

9.

3+00

0.

1.

2.

2.

4+00

4.

4.

5.

6.

5+00

7.

7.

7.

7.

6+00

7.

7.

6.

6.

7+00

5.

5.

4.

4.

8+00

3.

3.

1.

1.

9+00

9.

9.

9.

9+75

-2.09%

3.38%

1.67% -1.86%

-4.00%

-2.47%

PV

IS

: 0 +3

0.

PV

IE

: 7

.5

PV

IS

: 9 +7

4.

PV

IE

: 7

.1

PVI STA = 5+20.00

PVI ELEV = 716.50

A.D. = -1.71% K = 35.05

60.00' VC

BV

C

S:

+9 0.

BV

C E:

.4

EV

C

S:

+5 0.

EV

C E:

.0

PVI STA = 6+10.00

PVI ELEV = 718.00

A.D. = -3.53% K = 17.01

60.00' VC

BV

C

S:

+8 0.

BV

C E:

.5

EV

C

S:

+4 0.

EV

C E:

.4

HIGH PT. STA = 6+08.35

HIGH PT ELEV = 717.74

PVI STA = 8+25.00

PVI ELEV = 714.00

A.D. = -2.14% K = 28.04

60.00' VC

BV

C

S:

+9 5.

BV

C E:

.5

EV

C

S:

+5 5.

EV

C E:

.8

PVI STA = 2+24.00

PVI ELEV = 706.50

A.D. = 5.47% K = 10.98

60.00' VC

BV

C

S:

+9 4.

BV

C E:

.1

EV

C

S:

+5 4.

EV

C E:

.5

LOW PT. STA = 2+16.92

LOW PT ELEV = 706.89

PVI STA = 9+00.00

PVI ELEV = 711.00

A.D. = 1.53% K = 39.34

60.00' VC

BV

C

S:

+7 0.

BV

C E:

.2

EV

C

S:

+3 0.

EV

C E:

.2

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

NEW CONCRETE CURB & GUTTER

NEW ASPHALT PAVEMENT

LEGEND

CP101

PLAN & PROFILE - AUSTIN LOOP

(STA. 0+00-9+75)

MATCH-IN LINE

(STA. 0+30)

NEW CONC.

CURB & GUTTER

CENTERLINE

EX. CENTERLINE

PROFILE

C L-

C L

ST

A.

+2

17' (B-B, TYP.)

VERIFY

C L-

C L

ST

A.

+2

PROTECT TREE (TYP.)

(4/CE-502)

M

AT

C H

-IN

C B

ST

A.

+3

NEW

CENTERLINE

PROFILE

SEE SHEET CP103

(SEE SHEET CP-102)

2 PLAN VIEW AUSTIN LOOP STA. 0+00 - 9+75

SCALE: HORIZONTAL 1" = 30' VERTICAL 1" = 5'

1 PLAN VIEW AUSTIN LOOP STA. 0+00 - 9+75

SCALE: 1" = 30'

N

0 30' 60'

1. ROAD AREAS TO BE REMOVED ARE INTENDED TO BE

REPLACED TO THE EXISTING VERTICAL DESIGN. VERTICAL

DESIGN DATA HAS BEEN ADDED FOR CONSTRUCTION

PURPOSES TO SHOW THE INTENT OF PROPER DRAINAGE. THE

CONTRACTOR SHALL USE THE PROPOSED CENTER LINES AND

MAY ADJUST AS NECESSARY TO IMPROVE DRAINAGE. VERIFY

EXISTING CATCH BASIN INLET TIE-INS MATCH THE PROPOSED

PROFILES. THE CONTRACTOR SHALL NOTIFY THE S.R.E. OF

ANY VARIATION FROM EXISTING THAT MAY ADVERSELY

AFFECT DRAINAGE OR IMPACT ADJACENT AREAS. THE S.R.E.

AND ENGINEER WILL REVIEW AND MAKE FIELD ADJUSTMENTS

IN THOSE AREAS AS NEEDED PRIOR TO CONSTRUCTION OF

NEW PAVEMENTS. DISTURBANCE OF GRAVE SITES ARE

PROHIBITED.

2. TAPER NEW ROAD EDGE OVER 10' MIN DISTANCE TO MATCH

EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES PRIOR TO

CONSTRUCTION OR CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT LIMITS SHOWN,

ARE UNVERIFIED. ACTUAL PROJECT LIMITS MUST BE VERIFIED

BY CONTRACTOR. NOTIFY RE IMMEDIATELY IN THE EVENT OF

DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII, SHALL MATCH

EXISTING CONDITIONS.

6. ALL PAVEMENT MARKINGS SHALL MATCH EXISTING

CEMETERY OPERATIONS.

7. ALL DAMAGED TURF ALONG THE BACK OF CURB SHALL BE

REPLACED BY THE CONTRACTOR WITH SOD. CONTRACTOR

TO WATER SOD UNTIL ACCEPTABLE ESTABLISHMENT.

1. ALL NEW ROADWAY TO BE INSTALLED WITH CONCRETE CURB

& GUTTER UNLESS OTHERWISE NOTED. REMOVE & REPLACE

IN-KIND CONCRETE SPILL WAY INTO CATCH BASINS AS

NECESSARY.

2. BENCHMARK, SEE TOPOGRAPHIC SURVEY.

3. FULL-DEPTH PAVEMENT & CURB REMOVAL SHALL OCCUR IN

ALL AREAS SHOWN AS RECEIVING NEW PAVEMENT.

4. REMOVE ANY TREE ROOTS TO 2' BEYOND BACK OF CURB.

MATCH EXISTING GRADE AT EXISTING CATCH BASIN INLET.

MATCH-IN LINE IS SHOWN IN APPROXIMATE LOCATION. ACTUAL

LOCATION MAY VARY UPON FIELD VERIFICATION AND OWNER

COORDINATION.

NA

INSTALL & MAINTAIN SILT FENCE PERIMETER SEDIMENT

PROTECTION IN GRASSED AREAS. USE BIO-ROLLS IN PAVED

AREAS.

INSTALL & MAINTAIN INLET SEDIMENT PROTECTION.

INSPECT STREET FOR SEDIMENT TRACKING DAILY

GENERAL NOTES

CONTRACTOR NOTES

KEY NOTES

EXISTING PROPOSED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c p_

2_ cp s.

dw er in d:

4/

/2

:0 ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

BIOROLL

SILT FENCE

INLET SEDIMENT PROTECTION

EROSION CONTROL NOTES

1. THE TOTAL DISTURBED AREA IS EQUAL TO 1.14 ACRES. A

TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES)

TXR150000: STORM WATER DISCHARGE PERMIT OR

CONSTRUCTION GENERAL PERMIT (CGP) IS REQUIRED SINCE

THE PROJECT HAS MORE THAN ONE ACRE OF DISTURBED

SOIL. GENERAL EROSION & SEDIMENT CONTROL PRACTICES

MUST BE IMPLEMENTED TO CONTAIN ANY DISTURBED SOILS.

2. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS

SHOWN ON THESE PLANS. ADDITIONAL EROSION CONTROL

MEASURES AND/OR ADJUSTMENT OF LOCATIONS FOR

EROSION CONTROL MEASURES MAY OCCUR AT SRE

DIRECTION, OR AS REQUIRED TO ADDRESS SITE CONDITIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

EROSION CONTROL DEVICES. CONTRACTOR SHALL REMOVE

AND REPLACE EROSION CONTROL MEASURES AS NEEDED.

ALL EROSION CONTROL MEASURES MUST BE IN PLACE AT

THE END OF EACH DAY.

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE

WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT

SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE

CONTRACTOR SHALL PROTECT ALL STREETS, STREAMS,

STORM DRAIN SYSTEMS, AND INLETS FROM EROSION

DEPOSITS.

5. CONTRACTOR SHALL SWEEP ALL ROADWAYS UTILIZED BY

CONSTRUCTION ACTIVITY DAILY.

6. A TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE

INSTALLED PRIOR TO ROAD REPAIRS. CONSTRUCTION

ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE ENTIRE

CONSTRUCTION PROCESS.

2+00

3+

0+00

1+00 2+00

3+00

4+00

4+69

N=13720873.46 E=2148603.18

7.

7.

0+00

5.

5.

4.

4.

1+00

3.

3.

2.

2.

2+00

1.

1.

9.

8.

3+00

6.

6.

8.

8.

4+00

0.

1.

1.

4+69

-2.34%

-5.89% 5.92%

2.80%

PVI STA = 2+68.05

PVI ELEV = 700.88

A.D. = -3.55% K = 16.90

60.00' VC

BV

C

S:

+3 8.

BV

C E:

.5

EV

C

S:

+9 8.

EV

C E:

.1

PVI STA = 4+35.00

PVI ELEV = 700.38

A.D. = -3.12% K = 19.25

60.00' VC

BV

C

S:

+0 5.

BV

C E:

.6

EV

C

S:

+6 5.

EV

C E:

.2

PVI STA = 3+55.97

PVI ELEV = 695.70

A.D. = 11.80% K = 5.08

60.00' VC

BV

C

S:

+2 5.

BV

C E:

.4

EV

C

S:

+8 5.

EV

C E:

.4

LOW PT. STA = 3+55.89

LOW PT ELEV = 696.59

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

NEW CONCRETE CURB & GUTTER

NEW ASPHALT PAVEMENT

LEGEND

CP-102

PLAN & PROFILE - AUSTIN CIRCLE

(STA. 0+00-4+69)

NEW CONC.

CURB & GUTTER

EX. CENTERLINE

PROFILE

SEE SHEET CP-101

CENTERLINE

17' (B-B, TYP.)

VERIFY

NEW CENTERLINE

PROFILE

C B

ST

A.

+5

2 PLAN VIEW AUSTIN CIRCLE STA. 0+00 - 4+69

SCALE: HORIZONTAL 1" = 30' VERTICAL 1" = 5'

1 PLAN VIEW AUSTIN CIRCLE STA. 0+00 - 4+69

SCALE: 1" = 30'

N

0 30' 60'

1. ROAD AREAS TO BE REMOVED ARE INTENDED TO BE

REPLACED TO THE EXISTING VERTICAL DESIGN. VERTICAL

DESIGN DATA HAS BEEN ADDED FOR CONSTRUCTION

PURPOSES TO SHOW THE INTENT OF PROPER DRAINAGE. THE

CONTRACTOR SHALL USE THE PROPOSED CENTER LINES AND

MAY ADJUST AS NECESSARY TO IMPROVE DRAINAGE. VERIFY

EXISTING CATCH BASIN INLET TIE-INS MATCH THE PROPOSED

PROFILES. THE CONTRACTOR SHALL NOTIFY THE S.R.E. OF

ANY VARIATION FROM EXISTING THAT MAY ADVERSELY

AFFECT DRAINAGE OR IMPACT ADJACENT AREAS. THE S.R.E.

AND ENGINEER WILL REVIEW AND MAKE FIELD ADJUSTMENTS

IN THOSE AREAS AS NEEDED PRIOR TO CONSTRUCTION OF

NEW PAVEMENTS. DISTURBANCE OF GRAVE SITES ARE

PROHIBITED.

2. TAPER NEW ROAD EDGE OVER 10' MIN DISTANCE TO MATCH

EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES PRIOR TO

CONSTRUCTION OR CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT LIMITS SHOWN,

ARE UNVERIFIED. ACTUAL PROJECT LIMITS MUST BE VERIFIED

BY CONTRACTOR. NOTIFY RE IMMEDIATELY IN THE EVENT OF

DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII, SHALL MATCH EXISTING

CONDITIONS.

6. ALL PAVEMENT MARKINGS SHALL MATCH EXISTING CEMETERY

OPERATIONS.

7. ALL DAMAGED TURF ALONG THE BACK OF CURB SHALL BE

REPLACED BY THE CONTRACTOR WITH SOD. CONTRACTOR TO

WATER SOD UNTIL ACCEPTABLE ESTABLISHMENT.

1. ALL NEW ROADWAY TO BE INSTALLED WITH CONCRETE CURB &

GUTTER UNLESS OTHERWISE NOTED. REMOVE & REPLACE

IN-KIND CONCRETE SPILL WAY INTO CATCH BASINS AS

NECESSARY.

2. BENCHMARK, SEE TOPOGRAPHIC SURVEY.

3. FULL-DEPTH PAVEMENT & CURB REMOVAL SHALL OCCUR IN

ALL AREAS SHOWN AS RECEIVING NEW PAVEMENT.

4. REMOVE ANY TREE ROOTS TO 2' BEYOND BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

KEY NOTES

C B

ST

A.

+3

EXISTING PROPOSED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c p_

2_ cp s.

dw er in d:

4/

/2

:0 ub lis he d:

et ha n rin te d:

4/

/2

2:

P

M

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

MATCH EXISTING GRADE AT EXISTING CATCH BASIN INLET.

MATCH-IN LINE IS SHOWN IN APPROXIMATE LOCATION. ACTUAL

LOCATION MAY VARY UPON FIELD VERIFICATION AND OWNER

COORDINATION.

N/A

INSTALL & MAINTAIN SILT FENCE PERIMETER SEDIMENT

PROTECTION IN GRASSED AREAS. USE BIO-ROLLS IN PAVED

AREAS.

INSTALL & MAINTAIN INLET SEDIMENT PROTECTION.

BIOROLL

SILT FENCE

INLET SEDIMENT PROTECTION

EROSION CONTROL NOTES

1. THE TOTAL DISTURBED AREA IS EQUAL TO 1.14 ACRES. A

TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES)

TXR150000: STORM WATER DISCHARGE PERMIT OR

CONSTRUCTION GENERAL PERMIT (CGP) IS REQUIRED SINCE

THE PROJECT HAS MORE THAN ONE ACRE OF DISTURBED

SOIL. GENERAL EROSION & SEDIMENT CONTROL PRACTICES

MUST BE IMPLEMENTED TO CONTAIN ANY DISTURBED SOILS.

2. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS

SHOWN ON THESE PLANS. ADDITIONAL EROSION CONTROL

MEASURES AND/OR ADJUSTMENT OF LOCATIONS FOR

EROSION CONTROL MEASURES MAY OCCUR AT SRE

DIRECTION, OR AS REQUIRED TO ADDRESS SITE CONDITIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

EROSION CONTROL DEVICES. CONTRACTOR SHALL REMOVE

AND REPLACE EROSION CONTROL MEASURES AS NEEDED.

ALL EROSION CONTROL MEASURES MUST BE IN PLACE AT

THE END OF EACH DAY.

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE

WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT

SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE

CONTRACTOR SHALL PROTECT ALL STREETS, STREAMS,

STORM DRAIN SYSTEMS, AND INLETS FROM EROSION

DEPOSITS.

5. CONTRACTOR SHALL SWEEP ALL ROADWAYS UTILIZED BY

CONSTRUCTION ACTIVITY DAILY.

6. A TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE

INSTALLED PRIOR TO ROAD REPAIRS. CONSTRUCTION

ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE ENTIRE

0+00

1+00

2+00

2+

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00 0+00

5+

6+

7+

8+

0+

BURIAL

SECTION AJ

BURIAL

SECTION 2

BURIAL

SECTION A

N=13720489.28 E=2149305.33

N=13720815.80 E=2148984.25

N=13720937.20 E=2148983.34

2.

2.

0+00

0.

0.

8.

8.

1+00

6.

6.

4.

4.

2+00

2.

2.

0.

0.

3+00

9.

9.

7.

7.

4+00

5.

5.

4.

4.

5+00

2.

2.

1.

1.

6+00

0.

0.

8.

8.

7+00

-4.00%

-3.68%

-2.47%

PV

IS

: 0 +1

0.

PV

IE

: 7

.2

PV

IS

: 6 +8

9.

PV

IE

: 6

.3

PVI STA = 2+00.00

PVI ELEV = 714.60

A.D. = 0.32% K = 189.75

60.00' VC

BV

C

S:

+7 0.

BV

C E:

.8

EV

C

S:

+3 0.

EV

C E:

.4

PVI STA = 4+62.77

PVI ELEV = 704.92

A.D. = 1.21% K = 49.48

60.00' VC

BV

C

S:

+3 2.

BV

C E:

.0

EV

C

S:

+9 2.

EV

C E:

.1

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

NEW CONCRETE CURB & GUTTER

NEW ASPHALT PAVEMENT

LEGEND

CP103

N

MATCH-IN LINE

(STA. 6+60)

NEW CONC. CURB & GUTTER

CENTERLINE

EX. CENTERLINE

PROFILE

C L-

C L

ST

A.

+2

21' (B-B, TYP.)

VERIFY

PROTECT TREE (TYP.)

NEW

CENTERLINE

PROFILE

PLAN & PROFILE - MEDINA LOOP

(STA. 0+00-6+60)

SCALE:1

PLAN VIEW MEDINA LOOP STA. 0+00 - 6+60

HORIZONTAL 1" = 30'

SCALE:2

PROFILE VIEW MEDINA LOOP STA. 0+00 - 6+60

HORIZONTAL 1" = 30' VERICAL 1" = 5'

SEE SHEET CP-10

SEE SHEET CP-10

SEE SHEET CP-10

0 30' 60'

1. ROAD AREAS TO BE REMOVED ARE INTENDED TO BE

REPLACED TO THE EXISTING VERTICAL DESIGN. VERTICAL

DESIGN DATA HAS BEEN ADDED FOR CONSTRUCTION

PURPOSES TO SHOW THE INTENT OF PROPER DRAINAGE. THE

CONTRACTOR SHALL USE THE PROPOSED CENTER LINES AND

MAY ADJUST AS NECESSARY TO IMPROVE DRAINAGE. VERIFY

EXISTING CATCH BASIN INLET TIE-INS MATCH THE PROPOSED

PROFILES. THE CONTRACTOR SHALL NOTIFY THE S.R.E. OF

ANY VARIATION FROM EXISTING THAT MAY ADVERSELY

AFFECT DRAINAGE OR IMPACT ADJACENT AREAS. THE S.R.E.

AND ENGINEER WILL REVIEW AND MAKE FIELD ADJUSTMENTS

IN THOSE AREAS AS NEEDED PRIOR TO CONSTRUCTION OF

NEW PAVEMENTS. DISTURBANCE OF GRAVE SITES ARE

PROHIBITED.

2. TAPER NEW ROAD EDGE OVER 10' MIN DISTANCE TO MATCH

EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES PRIOR TO

CONSTRUCTION OR CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT LIMITS SHOWN,

ARE UNVERIFIED. ACTUAL PROJECT LIMITS MUST BE VERIFIED

BY CONTRACTOR. NOTIFY RE IMMEDIATELY IN THE EVENT OF

DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII, SHALL MATCH

EXISTING CONDITIONS.

6. ALL PAVEMENT MARKINGS SHALL MATCH EXISTING

CEMETERY OPERATIONS.

7. ALL DAMAGED TURF ALONG THE BACK OF CURB SHALL BE

REPLACED BY THE CONTRACTOR WITH SOD. CONTRACTOR

TO WATER SOD UNTIL ACCEPTABLE ESTABLISHMENT.

1. ALL NEW ROADWAY TO BE INSTALLED WITH CONCRETE CURB &

GUTTER UNLESS OTHERWISE NOTED. REMOVE & REPLACE

IN-KIND CONCRETE SPILL WAY INTO CATCH BASINS AS

NECESSARY.

2. BENCHMARK, SEE TOPOGRAPHIC SURVEY.

3. FULL-DEPTH PAVEMENT & CURB REMOVAL SHALL OCCUR IN

ALL AREAS SHOWN AS RECEIVING NEW PAVEMENT.

4. REMOVE ANY TREE ROOTS TO 2' BEYOND BACK OF CURB.

MATCH EXISTING GRADE AT EXISTING CATCH BASIN INLET.

MATCH-IN LINE IS SHOWN IN APPROXIMATE LOCATION.

ACTUAL LOCATION MAY VARY UPON FIELD VERIFICATION AND

OWNER COORDINATION.

NA

INSTALL & MAINTAIN SILT FENCE PERIMETER SEDIMENT

PROTECTION IN GRASSED AREAS. USE BIO-ROLLS IN PAVED

AREAS.

INSTALL & MAINTAIN INLET SEDIMENT PROTECTION.

INSPECT STREET FOR SEDIMENT TRACKING DAILY

GENERAL NOTES

CONTRACTOR NOTES

KEY NOTES

C B

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A.

+2

EXISTING PROPOSED

Project Number

Building Number

Drawing Number

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Location

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Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date

KEY MAP N.T.S.

Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

BIOROLL

SILT FENCE

INLET SEDIMENT PROTECTION

EROSION CONTROL NOTES

1. THE TOTAL DISTURBED AREA IS EQUAL TO 1.14 ACRES. A

TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES)

TXR150000: STORM WATER DISCHARGE PERMIT OR

CONSTRUCTION GENERAL PERMIT (CGP) IS REQUIRED SINCE

THE PROJECT HAS MORE THAN ONE ACRE OF DISTURBED

SOIL. GENERAL EROSION & SEDIMENT CONTROL PRACTICES

MUST BE IMPLEMENTED TO CONTAIN ANY DISTURBED SOILS.

2. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS

SHOWN ON THESE PLANS. ADDITIONAL EROSION CONTROL

MEASURES AND/OR ADJUSTMENT OF LOCATIONS FOR

EROSION CONTROL MEASURES MAY OCCUR AT SRE

DIRECTION, OR AS REQUIRED TO ADDRESS SITE CONDITIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

EROSION CONTROL DEVICES. CONTRACTOR SHALL REMOVE

AND REPLACE EROSION CONTROL MEASURES AS NEEDED.

ALL EROSION CONTROL MEASURES MUST BE IN PLACE AT

THE END OF EACH DAY.

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE

WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT

SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE

CONTRACTOR SHALL PROTECT ALL STREETS, STREAMS,

STORM DRAIN SYSTEMS, AND INLETS FROM EROSION

DEPOSITS.

5. CONTRACTOR SHALL SWEEP ALL ROADWAYS UTILIZED BY

CONSTRUCTION ACTIVITY DAILY.

6. A TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE

INSTALLED PRIOR TO ROAD REPAIRS. CONSTRUCTION

ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE ENTIRE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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A

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

CE101

SWPPP NARRATIVE - 1

JDES 12

3. PROJECT DESCRIPTION:

2. CONTACT AND PHONE NO.:

6. MAJOR SOIL DISTURBING ACTIVITIES:

MAINTENANCE:

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAVY EQUIPMENT. THE AREAS ADJACENT TO CREEKS AND DRAINAGE WAYS SHALL HAVE PRIORITY, FOLLOWED BY DEVICES PROTECTING STORM SEWER INLETS.

INSPECTION:

AN INSPECTION WILL BE PERFORMED BY THE CONTRACTOR EVERY 14 DAYS AS WELL AS AFTER EVERY 1/2" OR MORE OF RAIN (RECORDED ON A NON-FREEZING RAIN GAUGE TO BE LOCATED AT THE PROJECT SITE). AN INSPECTION AND MAINTENANCE REPORT WILL BE MADE PER INSPECTION. BASED ON THE INSPECTION RESULTS, THE CONTROLS SHALL BE CORRECTED

BEFORE THE NEXT SCHEDULED INSPECTION.

WASTE MATERIALS:

ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL STATE AND LOCAL CITY SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION AND THE TRASH WILL BE HAULED TO A LOCAL DUMP. NO CONSTRUCTION MATERIALS WILL BE BURIED ON SITE.

HAZARDOUS WASTE (INCLUDING SPILL REPORTING):

AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE CONSIDERED TO BE HAZARDOUS: PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, GASOLINE, MOTOR OIL, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL ADDITIVES FOR SOIL STABILIZATION OR CONCRETE CURING COMPOUNDS AND ADDITIVES. IN THE EVENT OF A SPILL WHICH MAY BE HAZARDOUS AND MEETS REPORTING REQUIREMENTS, THE NATIONAL RESPONSE CENTER SHOULD BE CONTACTED AT 800-424-8802, AND ANY REQUIRED CHANGES MADE TO THE SWPPP. IN THE EVENT OF A LIFE THREATENING SPILL THE SAN ANTONIO FIRE DEPARTMENT SHOULD BE NOTIFIED AS WELL AS THE APPROPRIATE CITY INSPECTORS.

REMARKS:

DISPOSAL AREAS, STOCKPILES AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND CONTROL THE AMOUNT OF SEDIMENT THAT ENTERS RECEIVING WATERS. DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLAND, BODY OF WATER, STREAMBED OR FLOODPLAIN CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS POSSIBLE OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSE WORK, PILING DEBRIS OR OTHER OBSTRUCTION PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT PART OF THE FINISHED

WORK.

3. NARRATIVE - SEQUENCE OF CONSTRUCTION (STORMWATER MANAGEMENT) ACTIVITIES:

4. A DESCRIPTION OF MAINTENANCE PROCEDURES

FOR CONTROL MEASURES USED:

5. STORMWATER MANAGEMENT:

6. A DESCRIPTION OF PERMANENT STORM WATER

MANAGEMENT CONTROLS:

7. WEIGHTED RUNOFF COEFFICIENT:

(AFTER CONSTRUCTION)

8. EXISTING CONDITION OF SOIL, VEGETATIVE

COVER AND % OF VEGETATIVE COVER:

9. DESCRIPTION OF WATER DISCHARGED

NOT ASSOCIATED WITH CONSTRUCTION:

10. NAMES AND SEGMENT NUMBERS OF RECIEVING WATERS THAT

WILL RECEIVE DISCHARGES FROM DISTURBED AREAS OF PROJECT:

11. IDENTIFY STORMWATER DISCHARGE POINTS:

12. A DESCRIPTION AND TIME FRAME FOR INSTALLATION OF

STABILIZATION PRACTICES IN CONJUNCTION WITH CONSTRUCTION:

1. PROJECT NAME AND LOCATION: 1. SOIL STABILIZATION PRACTICES:

OTHER:

2. STRUCTURAL PRACTICES:

OTHER:

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

9. SANITARY WASTE:

10. OFFSITE EXCAVATION SOURCE LOCATION:

11. OFFSITE FILL SOURCE LOCATION:

12. OFFSITE VEHICLE TRACKING:

HAUL ROADS DAMPENED FOR DUST CONTROL.

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

EXCESS DIRT ON ROAD TO BE REMOVED DAILY

STABILIZED CONSTRUCTION ENTRANCE.

13. OTHER:

CERTIFICATION THAT SITE DISTURBANCE AND/OR DISCHARGES WILL NOT

EFFECT LISTED ENDANGERED SPECIES AND THEIR HABITAT. WHAT METHOD IS

USED TO SATISFY THE ENDANGERED SPECIES REQUIREMENTS?

SILT FENCES

HAY BALES

GRAVEL FILTRATION BAGS

ROCK BERMS

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

DIVERSION, DIKE AND SWALE COMBINATIONS

PAVED FLUMES

ROCK BEDDING AT CONSTRUCTION EXIT (STABILIZED

ENTRANCE)

TIMBER MATTING AT CONSTRUCTION EXIT (STABILIZED

ENTRANCE)

HYDROMULCHING

TEMPORARY SEEDING

PERMANENT PLANTING, SODDING OR SEEDING

MULCHING

SOIL RETENTION BLANKET

BUFFER ZONES

8. OTHER EROSION AND SEDIMENTATION CONTROLS

4. LINEAR ROW OR X NON LINEAR ROW

5. POTENTIAL POLLUTANT SOURCES AT THE CONSTRUCTION PROJECT MAY INCLUDE (CHECK ALL THAT APPLY):

DUST

VEHICLE FLUIDS

OIL AND GREASE

LITTER/TRASH

AGGREGATE, BASE, SAND

SAND SPOILS

CONTAMINATED SOILS

FERTILIZERS/HERBICIDES

OTHER CHEMICALS (DESCRIBE)

TOTAL PROJECT AREA (ACRES):

TOTAL AREA TO BE DISTURBED:

MATERIAL STORAGE AREAS (ACRES):

SUPPORTING CONCRETE BATCH PLANT:

LAYDOWN YARDS:

SUPPORTING ASPHALT PLANT:

SUPPORTING BARROW PIT:

OTHER:

PRESERVATION OF NATURAL RESOURCES

FLEXIBLE CHANNEL LINER

RIGID CHANNEL LINER

COMPOST MANUFACTURED TOPSOIL

BIO LOGS

OTHER

CHANNEL LINERS

SEDIMENT TRAPS

SEDIMENT BASINS

STORM INLET SEDIMENT TRAP

STONE OUTLET SEDIMENT STRUCTURES

CURBS AND GUTTERS

STORM SEWERS

VELOCITY CONTROL STRUCTURES

GEOTEXTILES

7. THE FOLLOWING ITEMS SHOULD BE UPDATED AS NECESSARY AND BE INCLUDED AS PART OF THE WEEKLY INSPECTION REPORTS:

SCHEDULE OF CONSTRUCTION ACTIVITIES IS MAINTAINED BY AND CAN BE ACCESSED BY

CONTRACTING (NAME) AT (PHONE).

INSTALLATION OF STORMWATER CONTROL MEASURES (INSTALL DATE, OPERATIONAL DATE, DEVIATION FROM MANUFACTURE SPEC.)

COMMENCEMENT AND DURATION OF EARTHWORK, FINAL GRADING, CREATION

OF SOIL AND VEGETATION STOCKPILES REQUIRING STABILIZATION:

CESSATION OF CONSTRUCTION ACTIVITIES WITHIN A PORTION OF THE SITE (TEMPORARY AND PERMANENT:

FINAL AND TEMPORARY STABILIZATION AREAS OF EXPOSED SOILS:

FINAL AND TEMPORARY STABILIZATION AREAS OF EXPOSED SOILS:

REMOVAL OF TEMPORARY STORMWATER CHANNELS, CONTROL MEASURES, CONSTRUCTION EQUIPMENT AND VEHICLES, AND

CESSATION OF ANY POLLUTANT - GENERATING ACTIVITIES:

NOTE:

SW3P NARRATIVE TO ACCOMPANY SITE MAP AND PROJECT DESIGN SHEETS THAT INCLUDE IDENTIFYING EARTH DISTURBING ACTIVITIES. EXISTING AND PROPOSED SLOPES OF GRADING ACTIVITIES, CONSTRUCTION AND SOIL STOCKPILE LOCATIONS, SURFACE WATER CROSSINGS, DESIGNATED EXIST POINTS, STRUCTURES AND IMPERVIOUS SURFACES TO BE CONSTRUCTED, CONSTRUCTION SUPPORT ACTIVITY AREAS, LOCATION OF ALL SURFACE WATERS IN VICINITY, BOUNDARIES OF NATURAL BUFFERS, AREAS OF FEDERALLY LISTED CRITICAL HABITAT, TOPOGRAPHY, VEGETATIVE COVER AND DRAINAGE PATTERNS OF FLOWS ONTO, OVER AND FROM THE PROJECT SITE, STORMWATER AND ALLOWABLE NON STORMWATER DISCHARGE LOCATIONS. ALL STORM INLETS ON AND IN VICINITY OF THE SITE, LOCATION OF ALL POTENTIAL POLLUTANT GENERATING ACTIVITIES, LOCATION OF STORMWATER CONTROL MEASURES, AND LOCATIONS WHERE POLYMERS, FLOCCULANTS, AND

OTHER CHEMICALS WILL BE USED AND STORED.

FORT SAM HOUSTON NATIONAL CEMETERY

PHASE 3 EXPANSION & IMPROVEMENTS - ADDITIONAL ROAD REPAIRS

1520 HARRY WURZBACH RD

SAN ANTONIO, TX 78209

PHASE 3 EXPANSION & IMPROVEMENTS INCLUDE THE DEVELOPMENT OF 43 ACRES OF LAND FOR GRAVESITES

THAT WILL INCLUDE A NEW ACCESS ROAD ALONG THE NORTH EAST PORTION OF THE CEMETERY ALONG WITH

THE CONSTRUCTION OF AN HONOR GUARD BUILDING, MATERIAL STORAGE BUILDING AND EQUIPMENT STORAGE

BUILDING. THE PROJECT WILL ALSO EXPAND THE ADMINISTRATION BUILDING AND RENOVATE THE PUBLIC

INFORMATION CENTER AND RETROFIT EXISTING BUILDINGS TO ACCOMMODATE PRINCIPLES FOR HIGH

PERFORMANCE AND SUSTAINABLE BUILDINGS MOU AND RENEWABLE ENERGY INITIATIVES.

X X X X

X X X

MEDICAL WASTE

ROAD REPAIRS

1.14

1.14

THE PROJECT AREA IS BITUMINOUS PAVEMENT.

WATER DISCHARGED FOR THE PROPOSED ROAD REPAIRS FLOWS INTO THE EXISTING

STORM SEWER SYSTEM.

STORM WATER WILL DISCHARGE INTO THE STORMWATER POND TO THE SOUTH AND SHEET

FLOW INTO SALADO CREEK, DRAIN INTO EXISTING STORM NETWORK AND OUT TO SALADO

CREEK, EXPANSION DRAINS NORTH TO GRADED REACH THEN TO SALADO CREEK.

STABILIZATION MEASURES MUST BE INITIATED IMMEDIATELY IN

PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED AND WILL NOT RESUME FOR A PERIOD EXCEEDING

14 CALENDAR DAYS. THIS WILL BE ACCOMPLISHED THROUGH EROSION CONTROL MATS IN AREAS ON THE SITE WHERE THE SLOPES EXCEED 4:1.

X

X

X

X

X

X

X

X

1: INSTALL SEDIMENT BMP'S BEFORE EARTH DISTURBING ACTIVITIES

2: FINAL GRADING AND STABILIZATION

ALL PROTECTIVE MEASURES MUST BE MAINTAINED IN EFFECTIVE OPERATING CONDITION.

IF, THROUGH INSPECTIONS OR OTHER MEANS, AS SOON AS THE BMP'S ARE NOT OPERATING EFFECTIVELY, THEN MAINTENANCE SHALL BE

PERFORMED AS NECESSARY TO MAINTAIN THE CONTINUED EFFECTIVENESS OF STORMWATER CONTROLS, AND PRIOR TO THE NEXT RAIN

EVENT IF FEASIBLE. IF INSPECTIONS INDICATE THAT A CONTROL HAS BEEN USED INCORRECTLY, IS NOT PERFORMING CORRECTLY, OR HAS

BEEN DAMAGED, IT SHALL BE REPLACED OR MODIFIED AS SOON AS PRACTICAL. SEDIMENT MUST BE REMOVED FROM SEDIMENTS TRAPS AND

SEDIMENTATION PONDS NO LATER THAN THE TIME THAT DESIGN CAPACITY HAS BEEN REDUCED BY 50%. FOR PERIMETER CONTROLS SUCH

AS SILT FENCES, THE TRAPPED SEDIMENT MUST BE REMOVED BEFORE IT REACHES 50% OF THE ABOVE-GROUND HEIGHT.

STORMWATER MANAGEMENT WILL BE ACCOMPLISHED THROUGH TEMPORARY BMPS.

DURING CONSTRUCTION, BMP'S SHOWN IN ITEMS 1 & 2 WILL BE UTILIZED TO CONTROL STORMWATER.

NA

X

CONSTRUCTION OUTSIDE OF NESTING PERIODS

OR PERFORMING A BIRD SURVEY PRIOR TO CONSTRUCTION, IF CONSTRUCTION IS PERFORMED INSIDE NESTING DATES.

X

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fo rt sa m h ou st on n c cp s\

_1 cp s ph as e\ _0 m an ho le ro ad re pa ir\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

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dw jd ob ia d:

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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E

F

A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15274

FORT SAM HOUSTON

NATIONAL CEMETERY PHASE 3

EXPANSION & IMPROVEMENTS -

ADDITIONAL ROAD REPAIRS

846CM2045

08/01/2025

1520 HARRY WURZBACH RD., SAN ANTONIO, TX 78209

BID DOCUMENTS

Date Dwg. of 17

BID DOCUMENTS

COMISSIONING:

ENVIROS

220 RAMSEY ST

HASTINGS MN, 55033

651-319-6599

SCOTT SINCLAIR

IRRIGATION:

AQUA

375 HORSETOOTH ROAD

FORT COLLINS, CO 80525

970-372-6104

ROBERT BECCARD

COST ESTIMATING:

OCMI

3851 RESEARCH DR

IRVINE, CA 92618

469-431-0571

KYLE VEATER

LAND SURVEY:

ANDERSON

ENGINEERING

13605 1ST AVE N STE 100

PLYMOUTH, MN 55441

763-421-4000

ERIC SAUTBINE

MEP:

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

214-485-6433

MARIO ARREDONDO

No. JDES

CE102

SWPPP NARRATIVE - 2

JDES 13

1. IDENTIFY PROCEDURES FOR STOPPING, CONTAINING, AND CLEANING UP SPILLS, LEAKS AND OTHER RELEASE:

NATURAL BUFFER SECTION:1.

GENERAL REQUIREMENTS:2.

50 FOOT (OR MORE) BUFFER ZONE

LESS THAN 50 FOOT BUFFER ZONE

LINEAR CONSTRUCTION PROJECT, DOES NOT REQUIRE 50 FOOT BUFFER ZONE

1. INSTALL PERIMETER CONTROLS TO RETAIN SEDIMENT ON-SITE TO THE EXTENT PRACTICABLE WITH CONSIDERATION

FOR LOCAL TOPOGRAPHY, SOIL TYPE, AND RAINFALL

2. MINIMIZE SEDIMENT TRACK OUT ONTO OFF-SITE STREETS, OR OTHER PAVED AREAS AND SIDEWALKS, RESTRICT VEHICLE USE TO PROPERTY THROUGH DESIGNATED ACCESS POINTS, USE APPROPRIATE STABILIZATION MEASURES.

REMOVE SEDIMENT FROM TIRES, WHEN PRACTICABLE.

3. CONTROL DISCHARGES FROM STOCKPILED SEDIMENT BY:

1) LOCATING PILES OUTSIDE OF NATURAL BUFFERS AND PHYSICALLY SEPARATING PILES FROM OTHER

STORMWATER CONTROLS

2) USE A TEMPORARY PERIMETER SEDIMENT BARRIER

3) PROVIDE COVER OR TEMPORARY STABILIZATION, WHERE PRACTICABLE

4) USE DRY CLEAN UP METHODS TO REMOVE ACCUMULATED SEDIMENT FROM PAVED AREAS

5) PROTECT FROM WIND WHERE FEASIBLE

6) MINIMIZE DUST THROUGH THE APPROPRIATE APPLICATION OF WATER

7) MINIMIZE SLOPES STEEPNESS OF EXPOSED SOILS THROUGH PHASED DISTURBANCE AND IMPLEMENTATION

OF BMP'S.

8) MINIMIZE SOIL COMPACTION IN AREAS WHERE RE-VEGETATION IS PLANNED BY RESTRICTING VEHICLE USE

AND CONDITION SOIL PRIOR TO RE-VEGETATION.

9) PROTECT STORM DRAIN INLETS PRIOR TO LAND DISTURBANCE.

SEDIMENTATION BASINS:3.

SEDIMENTATION BASINS (CHECK ALL THAT APPLY)

DRAINAGE AREA > 10 ACRES (SEDIMENTATION BASIN DESIGN ON SHEET )

DRAINAGE AREA > 10 ACRES (SEDIMENTATION BASIN INFEASIBLE - ALTERNATE

EQUIVALENT CONTROL DESIGN ON SHEET )

DRAINAGE AREA < 10 ACRES (SEDIMENT TRAPS AND BASINS)

DRAINAGE AREA < 10 ACRES (PERIMETER CONTROLS)

DEWATERING PRACTICES:4.

1. DO NOT DISCHARGE VISIBLE FLOATING SOLIDS OR FOAM; USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION

DEVICE THAT IS DESIGNED TO REMOVE OIL, GREASE, OR OTHER PRODUCTS IF DEWATERING WATER IS FOUND TO

CONTAIN THESE MATERIALS.

2. UTILIZE VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERING WATER BEFORE DISCHARGE, WHERE

FEASIBLE.

3. DISCHARGE DEWATERING WATER ONTO A VELOCITY DISSIPATION DEVICE.

4. MANAGE BACKWASH WATER AS A WASTE OR RETURN IT TO THE BEGINNING OF THE TREATMENT PROCESS.

5. REPLACE AND CLEAN FILTER MEDIA USED IN DEWATERING DEVICE ACCORDING TO MANUFACTURE'S SPECIFICATIONS.

6. DO NOT USE TREATMENT CHEMICALS WITHOUT PRIOR WRITTEN CONSENT FROM SRE, A WRITTEN MANAGEMENT PLAN IS

REQUIRED FOR USE OF TREATMENT CHEMICALS.

NON STORMWATER DISCHARGES:5.

THE FOLLOWING NON-STORMWATER DISCHARGES ARE AUTHORIZED FOR DISCHARGE BY THE GENERAL PERMIT. PROJECT SITE MAPS MUST REFLECT THE LOCATIONS OF ANY NON-STORMWATER DISCHARGES. NON-STORMWATER DISCHARGES MUST

BE MANAGED BY STORMWATER BMP'S TO PROTECT RECEIVING WATER QUALITY.

1. DISCHARGES FROM FIRE FIGHTING ACTIVITIES AND/OR FIRE HYDRANT FLUSHING.

2. VEHICLE, EXTERNAL BUILDING, AND PAVEMENT WASH WATER WHERE DETERGENTS AND SOAPS ARE NOT USED AND

WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILLED MATERIAL

HAS BEEN REMOVED).

3. PLAIN WATER USED TO CONTROL DUST.

4. PLAIN WATER ORIGINATING FROM POTABLE WATER SOURCES.

5. UNCONTAMINATED GROUNDWATER, SPRING WATER, OR ACCUMULATED STORMWATER.

6. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS

SOLVENTS.

7. UNCONTAMINATED AIR CONDITIONING CONDENSATE.

8. LAWN WATERING OR SIMILAR DRAINAGE.

9. OTHER:

PROHIBITED STORMWATER DISCHARGES:6.

1. WASTEWATER FROM WASHOUT OF CONCRETE TRUCKS.

2. WASTEWATER FROM WAS OUT AND CLEAN OUT OF STUCCO, PAINT, FORM RELEASE OILS, CUTTING COMPOUNDS, AND

OTHER CONSTRUCTION MATERIALS.

3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATIONS AND MAINTENANCE.

4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

NOTE: DO NOT USE TREATMENT CHEMICALS WITHOUT PRIOR WRITTEN CONSENT FROM…