S06 - Amend 0002 - RFP - Att 01-02 - DWG - 03242025 - SPS - Sioux Falls.pdf

SAN MH

RIM = 1508.47

INV. N = 1494.22

INV. W = 1494.47

DOW

N DOWN

DOWN

OXY

OXY

OXY

O

XY

O

XY

O

XY

O

XY

O

XY

O

XY

EX. 94 LF ST @

1.06%

NEW STMH-103

EX STMH-102

21 LF 8" PVC ST @ 2.00%

11 LF 8" 8 '' HDPE ST @ 2.00%

1480.0

1482.5

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1480.0

1482.5

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

2+80 2+90

.4

.4

3+00

.7

.5

3+10

.9

.9

3+20

.0

.3

3+30 3+40 3+50 3+60

STA 3+26.51

2" COPPER OXYGEN

LINE. CONTRACTOR

TO VERIFY DEPTH &

LOCATION

EX

S

TM

H

-1

ST

A

3+

.9

N

EW

R

IM

7.

N

EW

S

TM

H -1

ST

A 3+

.1

2, .0 0'

T R

IM

2.

21 LF 8" 8.00 '' PVC SAN @ 2.00%

11 LF 8" 8 '' HDPE SAN @ 2.00%

2 LF 8" 8 '' HDPE SAN @ 2.00%

(FOR ROOF DRAIN

CONNECTION - STUB 5.0'

FROM FACE OF

RETAINING WALL. SEE

MECHANICAL PLANS FOR

EXTENSION INTO BLDG)

(FOR CONNECTION TO DRAINTILE

ALONG OUTSIDE/BELOW

RETAINING WALL FOOTING - SEE

DETAIL 2/C-503)

(CONNECTION TO

TRENCH DRAIN

ALONG BASE OF WALL

IN HEATED SIDEWALK.

DETAIL 4/C-507)

IN

V

.6

(4 " S

IN

V

.8

(4

" S E)

IN

V

.8

(8 " S

E)

IN

V

.8

(8

" N W

EX

R

IM

7.

N

EW

IN

V

.3

(8

" S E)

EX

IN

V N

/A (E

EX

IN

V

N /A

(N E)

EX

IN

V N

/A (N

EX

IN

V

.9

(S W

BUILDING FOOTING

BUILDING FOOTING

RETAINING WALL

SHEAR KEY

PROPOSED

GRADE

EXISTING

GRADE

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

-c -u tl-pp

.d w g ed it:

eb ro dm ar kl e sa ve d:

2/

/2

:4

AM

p lo t:2

/1 4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

STORM SEWER PLAN

AND PROFILE

EB AB

CU105

NOTE:

1. IF LESS THAN 18" OF VERTICAL CLEARANCE IS PROVIDED BETWEEN WATER MAIN AND STORM

/ SANITARY SEWER OR IF WATER MAIN IS BENEATH STORM / SANITARY SEWER, ENCASE AS

PER SDDENR REQUIREMENTS - SEE 7/C-507

2. SEE SHEET 1/C-505 FOR AREA INLET DETAIL.

3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING CROSSING

UTILITIES PRIOR TO CONSTRUCTION OF THE PROPOSED UTILITY AND ORDERING MATERIALS.

4. MAINTAIN A MINIMUM OF 1' VERTICAL SEPARATION.SEE 2/C-507 FOR TRENCH DETAIL.

5. ONLY IRRIGATION MAINLINE IS SHOWN, IRRIGATION LATERALS ARE NOT SHOWN.

PROFILE VIEW OF STORM SEWER #2

0 10' 20'

N

LEGEND

PROJECT LIMITS

CROSSING PIPE

EX. WATER MAIN

EX. SANITARY SEWER

EX. STORM SEWER

EX. UNDERGROUND ELECTRIC

PROPOSED POWER LINE

PROPOSED OXYGEN LINE

PROPOSED WATER MAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED STORM DRAINTILE

OXY

X

EX. BLDG 5 NEW BUILDING 5

EXPANSION

N

EW

B U

IL

D

IN

G

EX

PA

N

SI

O N

8" PVC STORM STUB

5.0' FROM BLDG

INV = 1496.16

4" PVC STUB

INV = 1498.00

4" PVC STUB

5.0' FROM FACE

OF WALL

INV = 1498.00

8" PVC PLUG

INV = 1496.16

4" - 45°

PVC BEND

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

EDWIN J. Y. BRODMARKLE, PE

DATE: 2025.02.14 LICENSE NO: 55409

SAN M

H

RIM

= 15

.62

IN

V. S

= 14

.22

CURB IN

LE

T

RIM

= 15

.38

IN

V. =

.28

STMH RIM

= 15

.36

IN

V. =

.96

DOWN

DO

W

N

DOWN

DOWN

CO

CO

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY OXY

OXY

OXY

OXY

OXY

OXY

EX. 120 LF - 8

" PVC SAN @ 3.0%±

EX. 1

LF

ST @

0.

WATERMAIN TEE

GATE VALVE

17 LF 6" PVC WATER MAIN

2 LF 6" PVC WATER MAIN

61 LF 8" PVC SAN @ 2.50%

28 LF 8" 8 '' HDPE ST @ 2.00%

CBMH-202

6"X6" PVC WYE

INV = 1493.25

6" PVC PLUG

INV = 1493.37

6" PVC PLUG

INV = 1493.85

DOUBLE CLEANOUT

(2) 6" - 4

5° PVC BENDS

6" - 4

5° PVC BEND

5.0'

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

3+80 3+90

.1

.8

4+00

.8

.2

4+10 4+20 4+30 4+40 4+50

STA 4+13.19

PROPOSED POWER LINE

STA 4+08.22

4" PVC UNDERDRAIN

PROPOSED IRRIGATION

STA 4+11.49

STA 4+07.72

6" PVC

SEE NOTE #1

SEE NOTE #5

ST

A

4+

.0

C O

N N

EC

T

TO

B

U

IL

D

IN

G S

ER

VI

C E

W

IT

H

SH

IE

LD

ED

C

O U

PL

IN

G A

D

AP

TE

R

ST

A

5+

.2

- 3 4.

' L

8" X8

"X 6"

T

AP

PI

N

G T

EE

W

/ V

AL

VE

C

O N

TR

AC

TO

R

T O

V

ER

IF

Y

D

EP

TH

A

N D

L O

C

AT

IO

N

BUILDING

FOUNDATION

PROPOSED

GRADE

EXISTING

GRADE

SEE

NOTE #3

7.

5'

M

IN

C O

VE

R

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

-c -u tl-pp

.d w eb ro dm ar kl d:

2/

/2

:4 lo t:2

/1 4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

WATER LINE PLAN

AND PROFILE

EB AB

CU106

NOTE:

1. IF LESS THAN 18" OF VERTICAL CLEARANCE IS PROVIDED BETWEEN WATER MAIN AND STORM / SANITARY SEWER OR

IF WATER MAIN IS BENEATH STORM / SANITARY SEWER, ENCASE AS PER SDDENR REQUIREMENTS - SEE 7/C-507

2. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING CROSSING UTILITIES PRIOR TO

CONSTRUCTION OF THE PROPOSED UTILITY AND ORDERING MATERIALS

3. MAINTAIN A MINIMUM OF 1' VERTICAL SEPARATION.WATER SERVICE MUST BE LAID FLAT TO ENSURE VALVE AND

VALVE BOX ARE VERTICAL - COORDINATE ELEVATION OF CONNECTION WITH MECHANICAL CONTRACTOR.

4. SEE 2/C-507 FOR TRENCH DETAIL.

5. ENCASE WATER MAIN IN 6" OF FLOWABLE FILL FOR 3' EACH SIDE OF FOOTING IF SEPARATION IS < 1'.

6. ONLY IRRIGATION MAINLINE IS SHOWN, IRRIGATION LATERALS ARE NOT SHOWN.

PROFILE VIEW OF WATER LINE #1

0 10' 20'

N

LEGEND

PROJECT LIMITS

CROSSING PIPE

EX. WATER MAIN

EX. SANITARY SEWER

EX. STORM SEWER

EX. UNDERGROUND ELECTRIC

PROPOSED POWER LINE

PROPOSED OXYGEN LINE

PROPOSED WATER MAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED STORM DRAINTILE

OXY

X

EX. BLDG 5

NEW BUILDING 5

EXPANSION

6" PVC PLUG

5.0'

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

Sign

BLDG 24

EX. BLDG 5

BLDG 28

EX. BLDG 5

EX. BLDG 5

EX. BLDG 5

DOWN

DOWN

DO

W

N

DO

W

N

DOWN

EX. 9

4 L

F ST @

1.

EX. 120 LF - 8" PVC SAN @ 3.0%±

EX. 16 LF ST @ 0.5% ±

EX. 114 LF ST @ 0.54% ±

EX. 131 LF ST @ 0.54% ±

C C

C

C

C C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

CC

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C C C C C C C

C C

C

C

C

C

C

C

C

C

C

C C

C

CC

C

C

C C

C

C

14.9' 14.9' 14.1'14.0'7.4'

12.3'

12.7'

12.8'

13.0'

13.0'

13.0'

12.0'

12.0'

12.0'

9.9'

9.8'

7 5

2 4

3 9

C C

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

-c -jo in t.d w eb ro dm ar kl d:

2/

/2

:5 lo t:2 /1

4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

PAVING & JOINT

LAYOUT PLAN

EB AB

CP101

LEGEND

CURB CONSTRUCTION JOINT

DOWELED CONSTRUCTION / CONTRACTION JOINT

ISOLATION JOINT

CONTRACTION JOINT FOR SIDEWALK (SEE 1/C-507)

REINFORCED CONCRETE SIDEWALK (SEE 8/C-504)

CONCRETE PAVEMENT (SEE 4/C-504)

STANDARD CONCRETE SIDEWALK

(SEE D8/C-504 AND 10/C-504)

HEATED CONCRETE SIDEWALK AND STAIRS

(SEE 4/C-507 AND MECHANICAL)

CONCRETE BOLLARD FOUNDATION (SEE LF502)

THICKENED PAVEMENT EDGE, TYP. - SEE 1/C-507

30" WIDE STANDARD CURB AND GUTTER - SEE 1/C-504

CURB TAPER - 3/C-504

4 CURB ISOLATION JOINT - SEE 2/C-504

5 CONCRETE SLAB STOOP - SEE STRUCTURAL

6 EQUALLY SPACED CONTRACTION JOINTS THIS AREA (6' PREFERRED);

4' MIN., 6' MAX. FOR NEW SIDEWALK

8 SEE 6/C-504 FOR ASPHALT ABUTMENT DETAIL

KEYNOTES

EQUALLY SPACED CONTRACTION JOINTS THIS AREA (7' PREFERRED);

5' MIN., 8' MAX. FOR NEW SIDEWALK

EQUALLY SPACED CONTRACTION JOINTS THIS AREA (3' PREFERRED);

1" MIN., 5' MAX. FOR NEW SIDEWALK

ISOLATION JOINTS IN CONCRETE BOLLARD FOUNDATION SHALL BE FULL-DEPTH

ISOLATION JOINT AROUND FIRE HYDRANT SHALL BE DOUBLE WIDTH (2

LAYERS) AND SHALL BE THE FULL DEPTH OF THE BOLLARD FOUNDATION

NOTES

1. CONTRACTOR TO PROVIDE JOINTING PLAN TO COR FOR APPROVAL PRIOR TO

INSTALLATION OF CONCRETE SIDEWALKS.

2. CONTRACTION JOINTS SHALL CONFORM TO DETAIL (SEE 1/C-507)

BOLLARD, TYP. - SEE LF101 FOR TYPE

LIGHTED BOLLARD, TYP. - SEE LF101AND ELECTRICAL

BOLLARDS (TYP.)

SEE LF101 - SITE FURNISHINGS PLAN

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

19'-0"

SEE CS101

3' -0

4" 2% SLOPE

7.0% SEE CG101

7.0% SEE CG101

FINISH GRADE OF

STOOP, SEE CIVIL

FINISH GRADE OF RAMP,

SEE CG101

EXTEND HANDRAIL 12"

MIN. PAST RAMP, BOTH

SIDES. CONNECT END

BACK TO LAST POST.

AGGREGATE

BASE COURSE

HAINDRAIL

RAILING PLATE

SEE 2/C-502

CURB

BEYOND

PROVIDE (1) SLIP JOINT

IN RAIL FOR EXPANSION

FINISH GRADE OF RAMP,

SEE CG101

EXTEND HANDRAIL 12"

MIN. PAST RAMP, BOTH

SIDES. CONNECT END

BACK TO LAST POST.

B-B

PROVIDE (1) SLIP JOINT

IN RAIL FOR EXPANSION

FINISH GRADE OF

LANDING, SEE CG101

3' -0

16'-0"

SEE CS101

4' O.C.

TYP

VARIES;

MIN. 5' LANDING,

SEE CS101

4' O.C.

TYP

2" DIA. STEEL HANDRAIL WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00 &

METAL FABRICATIONS 05 50 00

11" O

.C

1'

1'

FO

O

TI

N

G T

O

FR

O

ST

D

EP

TH

9"

4" CONCRETE CURB

4" SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATED,

12" LONG, SPACED 12" O.C.

2" DIA. STEEL HANDRAIL WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00 &

METAL FABRICATIONS 05 50 00

2" DIA. STEEL SUPPORT

POSTS, (TYP.)

ISOLATION JOINT

AND SEALANT, (TYP.)

HANDRAIL RAILING PLATE, TYP.

SEE 2/C-502

#4 DEFORM REBAR CONTINUOUS

2' -8

7'-0"

6"

1' -6

MEDIUM BROOM FINISH

PERPENDICULAR TO

DIRECTION OF TRAVEL, (TYP.)

9" AGGREGATE BASE COURSE, AS PER

GEOTECHNICAL RECOMMENDATIONS

UNDISTURBED OR

COMPACTED SUBGRADE9" Ø PIER AT ENDS

2" DIA. STEEL HANDRAIL WITH P5 FINISH,

(TYP.), AS SPECIFIED. SEE SCHEDULE OF

FINISHES 09 06 00 & METAL FABRICATIONS

05 50 00

MEDIUM BROOM FINISH

PERPENDICULAR TO

DIRECTION OF TRAVEL, (TYP.)

9" AGGREGATE BASE COURSE, AS PER

GEOTECHNICAL RECOMMENDATIONS

2" DIA. STEEL SUPPORT

POSTS, (TYP.)

ISOLATION JOINT

AND SEALANT, (TYP.)

UNDISTURBED OR

COMPACTED SUBGRADE

HANDRAIL RAILING PLATE; TYP.

SEE 2/C-502

9" Ø PIER AT ENDS

4" SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATED,

12" LONG, SPACED 12" O.C.

CONCRETE CURB

#4 DEFORM REBAR CONTINUOUS

4"

2' -8

" 7'-0"

6"

1' -6

9"4"

7.2% SEE CG101

O .C

CURB

BEYOND

4"

AGGREGATE

BASE COURSE

9" Ø PIER

2" DIA. STEEL HANDRAIL WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00

& METAL FABRICATIONS 05 50 00

FINISH GRADE OF

RAMP; SEE CG101

9" Ø PIER

FINISH GRADE OF

STOOP, SEE CG101

EXTEND HANDRAIL 12" MIN. PAST

RAMP, BOTH SIDES. CONNECT

END BACK TO LAST POST.

ADD INTERMEDIATE POST

PROVIDE (1) SLIP JOINT

IN RAIL FOR EXPANSION

EXTEND HANDRAIL 12" MIN.

PAST RAMP, BOTH SIDES.

CONNECT END BACK TO

LAST POST.

FINISH GRADE OF

RAMP LANDING,

SEE CG101

#4 REBAR AT 12"

O.C. EACH WAY

1'

20'

SEE CS101

3' -0

3' -0

1'

4' O.C. (TYP)

4"

A-A

FO

O

TI

N

G T

O

FR

O

ST

D

EP

TH

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 la c ad fi le s\ _0 sh ee ts

\1

-l-de tl.

dw eb ro dm ar kl d:

2/

/2

:5 lo t:2 /1

4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

RAMP SITE

DETAILS

EB AB

C-501

SECTION B-B

RAMP #2

SECTION-ELEVATION 'B'

SCALE:2

RAMP #2 DETAIL

1/2" = 1'-0" (30" x 42" PAPER SIZE)

SECTION A-A

SCALE:1

RAMP #1 DETAIL

1/2" = 1'-0" (30" x 42" PAPER SIZE)

RAMP #1

SECTION-ELEVATION 'A'

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

SEE CG101

1% SLOPE

2% SLOPE MAX.

SEE STRUCTURAL

1'

2% SLOPE MAX.

1'

CONCRETE

SIDEWALK

1" CHAMFER,

TYP.

1'

TREAD

TYPICAL

STAIRS BEYOND

ISOLATION

JOINT, TYP.

SEE

STRUCTURAL

HANDRAIL RAILING PLATE, TYP.

SUBMIT SHOP DRAWINGS FOR

REVIEW. SEE 2/C-502

AGGREGATE

BASE

SE

E

ST

R

U C

TU

R

AL

CRUSHED

DRAINAGE ROCK

CHEEK WALL

SEE STRUCTURAL FOR STAIR

REINFORCEMENT DETAILS

BITUMINOUS

WATERPROOFING

CONCRETE STEPS, WITH

DETECTABLE WARNING

STRIP

CONCRETE

SIDEWALK

AGGREGATE

BASE

RAILS BEYOND

ISOLATION

JOINT, TYP.

4"

3'

1'-0"

1"

TYP.

1'

3' -0

3 4"

R

IS

ER

SEE STRUCTURAL

SEE

STRUCTURAL

1'-0"

4"

4"

SEE STRUCTURAL FOR STAIR

REINFORCEMENT &

FOUNDATION DETAILS

C-C

SEE STRUCTURAL FOR STAIR

REINFORCEMENT &

FOUNDATION DETAILS

FINISH GRADE

SEE CG101

EQ

EQ

EQ

2" DIA. STEEL HANDRAIL, WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00 &

METAL FABRICATIONS 05 50 00

1/2" R. NOSING, TYP.

12" WIDE CONC. CHEEK WALL

BEYOND - SEE CIVIL PLANS

SEE STRUCTURAL FOR STAIR

REINFORCEMENT DETAILS

SEE STRUCTURAL

SEE STRUCTURAL

SEE STRUCTURAL

SEE STRUCTURAL

SE

E

ST

R

U C

TU

R

AL

SEE STRUCTURAL FOR STAIR

REINFORCEMENT &

FOUNDATION DETAILS

SHOP WELD

STEEL RAILING

4" STEEL PLATE

STAINLESS EXPANSION

BOLT (4 PER)

1" CHAMFER,

TYPICAL

PREDRILLED STONE CAP; SEE

PRECAST PLAN VIEW & DETAILS

6'-0"

2' -0

1 12" HANDRAIL; BOTH

SIDES OF STAIRCASE TYP.

FINISH GRADE

OF LANDING;

SEE CG101

EXTEND HANDRAIL,

12" PAST LANDING,

MIN, BOTH SIDES;

CHAIR CONNECTION

TO REINFORCED

CONCRETE WALL.

RETURN HANDRAIL

TO GUARDRAIL.

2" STEEL GUARD RAIL FRAME WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00 &

METAL FABRICATIONS 05 50 00

BRICK VENEER:

MATCH ARCHITECTURAL

TYPE - COLOR/ GROUT, ETC.,

AS SPECIFIED

5" SPACING BETWEEN

GUARDRAIL PICKETS O.C.

5' -7

1 4"

1 12" STEEL GUARD RAIL PICKETS

WITH P5 FINISH, (TYP.), AS

SPECIFIED. SEE SCHEDULE OF

FINISHES 09 06 00 & METAL

FABRICATIONS 05 50 00

CENTER TO CENTER OF

PRECAST CAP (TYP.)

6'-0" (TYP.)

3"

5" O .C

1" CHAIR MOUNT TO WALL

2"

SLIPJOINT FOR EXPANSION /

CONSTRUCTION / ASSEMBLY, TYP.

FIELD DRILL 2 14" HOLE 3" INTO

WALL; TO RECEIVE 2" STEEL GUARD

POST FRAME

59'-53 4"

3' -6

6'-0" (TYP.)2'-10" 2'-10"

MAINTAIN 2 14" MINIMUM HANDRAIL

DISTANCE TO WALL CAP

MAINTAIN 4 14" MINIMUM HANDRAIL

DISTANCE TO BRICK VENEER

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 la c ad fi le s\ _0 sh ee ts

\1

-l-de tl.

dw eb ro dm ar kl d:

2/

/2

:5 lo t:2 /1

4/

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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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

STAIRS SITE

DETAILS

EB AB

C-502

SECTION C-C

SCALE:2

ENLARGED RAILING PLATE DETAIL

1" = 3' (30" x 42" PAPER SIZE)

SCALE:1

CONCRETE STAIR #2 DETAIL

1" = 1'-0" (30" x 42" PAPER SIZE)

SCALE:3

CONCRETE STAIR #2 ELEVATION

1" = 1'-0" (30" x 42" PAPER SIZE)

INSTALL 3/8" DIA. STAINLESS STEEL

ANCHORS WITH SET03G EPOXY

ADHESIVE OR EQUAL MINIMUM 4"

DEPTH INTO CONCRETE WALL.

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

2"

2 1/2" PVC SLEEVE FILL

WITH NON SHRINK GROUT

- INSTALL 10" DEPTH

2" DIA. STEEL GUARDRAIL

WITH P5 FINISH, (TYP.), AS

SPECIFIED. SEE SCHEDULE OF

FINISHES 09 06 00 & METAL

FABRICATIONS 05 50 00

ENLARGED CAP AND RAIL DETAIL

NON SHRINK GROUT

CAP INSTALLATION

1'-5"

6"

11 2"

2"

1'-3"

4"

INSTALL 2" DIA. STEEL GUARDRAIL OVER SLEEVE.

FIELD CORE DRILL 2 12" HOLE

1 12" PIPE DOWEL - INSTALL 10" DEPTH

SET PREDRILLED STONE CAP OVER PIPE DOWEL

NON SHRINK GROUT - COLOR MATCH PRECAST CAP

SET PREDRILLED PRECAST CAP ON

MORTAR BED AS SPECIFIED

FIELD DRILL 12" DIA. THREADED HOLE FOR 1 12"

TENSION BOLT

STONE CAP

PREDRILLED HOLE

9" 4"

2"

TRENCH DRAIN

SEE 1/C-506

T.O.W. ELEVATION

SEE CG101

3' -0

CHANGE IN ELEVATION

SEE CG101

DRAINAGE FABRIC

(ALL SIDES)

CRUSHED

DRAINAGE ROCK 12"

DRAIN TILE

CONTINUOUS

CONCRETE FOOTING -

SEE STRUCTURAL

PREPARE FOOTING SUBGRADE

AS PER GEOTECHNICAL REPORT

TRENCH-FORMED

CONCRETE SHEAR KEY;

SEE STRUCTURAL

12"

MIN.

12"

3' -6

" M

IN

4"

STONE CAP PLAN VIEW

6' -0

6'

-0

6' -0

O .C

HEATED SIDEWALK

SEE CG101 & 4/C-507

3"

1" M

IN

2" M

AX

REINFORCED

CONCRETE WALL

SEE STRUCTURAL

FLUID APPLIED

WATERPROOF MEMBRANE

(BITUMINOUS AS SPECIFIED)

2" DIA. STEEL GUARDRAIL

WITH BRONZE SATIN FINISH, (TYP.),

AS SPECIFIE. SEE SCHEDULE OF

FINISHES 09 06 00 & METAL

FABRICATIONS 05 50 00

2" DIA. STEEL SUPPORT

POSTS, (TYP.) CORE DRILL

POST INTO CONCRETE AND

GROUT IN PLACE

BRICK VENEER:

MATCH ARCHITECTURAL

TYPE COLOR/ GROUT, ETC.,

AS SPECIFIED

ARCHITECTURAL CAP

WITH PRE DRIILLED HOLE LOCATIONS;

SEE TYPICAL PRECAST CAP PLAN

FIELD CORE DRILL 2 12"

HOLE LOCATIONS; VERIFY

USING PRE-CAST CAP.

RETAINING

WALL BELOW

PREDRILLED

STONE CAP

1/4" GAP, FILL

WITH GROUT

2 12 " DIA. STEEL

SUPPORT POSTS, (TYP.)

GROUT IN PLACE

3' -0

3'

-0

3' -0

5' -7

1 4"

6' -0

O .C

25°

1 2

1"

2"

1 2"CONTINUOUS

DRIP, TYP.

SEE CG101

2% SLOPE MAX.

SEE STRUCTURAL

1'

2% SLOPE MAX.

1'

CONCRETE

SIDEWALK

1/2" R. NOSING, TYP.

1" CHAMFER,

TYP.

1'

TREAD

TYPICAL

STAIRS BEYOND

ISOLATION

JOINT, TYP.

SEE STRUCTURAL

HANDRAIL RAILING PLATE, TYP.

SUBMIT SHOP DRAWINGS FOR

REVIEW. SEE 2/C-502

AGGREGATE

BASE

SEE STRUCTURAL FOR STAIR

REINFORCEMENT DETAILS

2" DIA. STEEL HANDRAIL, WITH P5

FINISH, (TYP.), AS SPECIFIED. SEE

SCHEDULE OF FINISHES 09 06 00 &

METAL FABRICATIONS 05 50 00

SE

E

ST

R

U C

TU

R

AL

CRUSHED

DRAINAGE ROCK

CHEEK WALL

SEE STRUCTURAL FOR STAIR

REINFORCEMENT DETAILS

BITUMINOUS

WATERPROOFING

12" WIDE CONC. CHEEK WALL

BEYOND - SEE CIVIL PLANS

CONCRETE STEPS, WITH

DETECTABLE WARNING

STRIP

CONCRETE

SIDEWALK

AGGREGATE

BASE

RAILS BEYOND

ISOLATION

JOINT, TYP.

4"

3'

1'-0"

1"

TYP.

SEE STRUCTURAL

3' -0

3 4"

R

IS

ER

SEE STRUCTURAL

SEE

STRUCTURAL

SE

E

ST

R

U C

TU

R

AL

1'-0"

4"

4"

SEE STRUCTURAL FOR STAIR

REINFORCEMENT & FOUNDATION DETAILS

C-C

SEE STRUCTURAL FOR STAIR

REINFORCEMENT & FOUNDATION DETAILS

FINISH GRADE

SEE STRUCTURAL

SEE CG101

SEE STRUCTURAL

SEE STRUCTURAL

SEE STRUCTURAL

1% SLOPE

SEE STRUCTURAL FOR

STAIR REINFORCEMENT &

FOUNDATION DETAILS

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 la c ad fi le s\ _0 sh ee ts

\1

-l-de tl.

dw eb ro dm ar kl d:

2/

/2

:5 lo t:2 /1

4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

RETAINING WALL

SITE DETAILS

EB AB

C-503

SECTION ELEVATION VIEW

SCALE:1

RETAINING WALL CAP & RAIL DETAIL

1" = 8' (30" x 42" PAPER SIZE)

SCALE:2

RETAINING WALL WITH GUARDRAIL

1" = 1'-0" (30" x 42" PAPER SIZE)

DRIP EDGE

N.T.S

SECTION C-C

SCALE:3

CONCRETE STAIR #1 DETAIL

1" = 1'-0" (30" x 42" PAPER SIZE)

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

3"

5"

9"

4" R

6"

2" R

30"

1" R 4" R

7"

4% FLOW

6" 6"

7"

30" WIDE STANDARD CURB AND GUTTER

NTS

9"

4" R

6"11 2" R

30"

1" R1 4" R

6"

2% FLOW

6" 6"

7"

30" WIDE TIP-OUT CURB AND GUTTER

NTS

3"

3"

5"

3"

MILL THE 12"

OUTSIDE PERIMETER AT

2" DEPTH

1" /F

T.

M

AX

SL

OP

E

NOTES:

1. SURFACE TEXTURE OF THE RAMP SHALL BE OBTAINED BY A COARSE BROOMING AND TINING, TRANSVERSE TO THE SLOPE OF THE RAMP.

2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND SHORT

GRADE CHANGES.

3. THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP

OPENING.

4. CROSS SLOPES SHALL NOT EXCEED 2%.

3' MIN.

SEE PLANS

MATCH

SIDEWALK

WIDTH

3' MIN.

SEE PLANS

6' M

IN

S

EE

P

LA

N S

15"

9"

9" 5"

3"

PROFILE

3"

1\4 " P

ER

FO

OT

SL

OP

E

NON-REINFORCED SECTION

PLAN

2% CROSS SLOPE, MAX.

PAVEMENT ISOLATION JOINT W/ HOT

POUR SEALANT

D

EP

TH

SIDEWALK OR PAVEMENT ISOLATION

JOINT WITH SILICONE SEALANTS

D

EP

TH

BUILDING ISOLATION JOINT

W

AL

K D

EP

TH

R1/8"

1/2"

R1/8" R1/8"

1/2"

R1/8"

1/2"

1/4" 1/8"

1/4"

6"

3"

3"

3' TYP.

GUTTER LINE

6" AGGREGATE BASE COURSE 95%

COMPACTION PER SPECIFICATIONS

REBAR PLACED

3" CLR. ON SIDES

2" CLR. ON BOTTOM

2% CROSS SLOPE, MAX.

REINFORCED SECTION

NOTE: IF CONTRACTOR OPTS TO DRIVE OVER BASE COURSE WITH CONSTRUCTION TRAFFIC PRIOR TO PAVEMENT PLACEMENT ADDITIONAL BASE COURSE WILL LIKELY BE NECESSARY. IF RUTTING OCCURS, BASE COURSE SHOULD BE REMOVED, SUBGRADE SHAPED AND COMPACTED AND BASE COURSE

REINSTALLED.

W

ID

TH

A

S

SH

OW

N

ON

P

LA

NS

SCARIFY AND RECOMPACT 10" OF SUBGRADE

PAVEMENT

OR SIDEWALK

SIDEWALK

SILICONE

JOINT

SEALANT

PREFORMED

NON-EXTRUDING

JOINT FILLER

BUILDING WALL

SILICONE JOINT SEALANT

PREFORMED

NON-EXTRUDING

JOINT FILLER

PAVEMENT OR SIDEWALK

2 1/2" ASPHALT SURFACE COURSE

SDDOT CLASS E-TYPE 2

2 1/2" LIFT OF ASPHALT BASE

COURSE SDDOT CLASS

E-TYPE 1 COMPACTED TO

MINIMUM 95% MAX. DENSITY

TACK COAT CSS-1H

@ 0.05 GAL/S.Y.

BETWEEN LIFTS

SCARIFY AND RECOMPACT SUBGRADE 12"

COMPACTED TO SPECIFICATIONS

8" AGGREGATE BASE COURSE 95%

COMPACTION PER SPECIFICATIONS

TACK COAT

EXISTING ASPHALT

SEE ASPHALT PAVEMENT

DETAIL FOR TYPICAL

PAVEMENT SECTION

NEW CURB & GUTTER

BACK OF CURB

EXISTING CURB &

GUTTER

TOP OF NEW

CURB & GUTTER

GUTTER LIP

3/8" EXPANSION

FILLER

BOTTOM OF NEW

CURB & GUTTER

3/8" EXPANSION FILLER

AND JOINT SEALANT

3/8" EXPANSION FILLER

AND JOINT SEALANT

BOTTOM OF EXISTING

CURB & GUTTER

TOOLED JOINT SPACED

TO MATCH SIDEWALK WIDTH

EXPANSION JOINT

SPACED 100' MAX.

2" MIN.

COMPACTED

AGGREGATE

BASE COURSE

4" CONCRETE

HOUT POUR

JOINT SEALANT

PREFORMED

NON-EXTRUDING

JOINT FILLER

TOOLED JOINT

8" NON-REINFORCED CONCRETE

- SEE 8/C-504

SCARIFY AND RECOMPACT SUBGRADE 12"

COMPACTED TO SPECIFICATIONS

SCARIFY AND RECOMPACT 12" OF SUBGRADE

#4 REBAR, 18" O.C.

#4 REBAR LONGITUDINAL, 18" O.C.

4" COMPACTED AGGREGATE

BASE COURSE

8" REINFORCED CONCRETE

#5 SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATEDCOMPACTED

SUBBASE

DOWELS WHEN

REQUIRED

(SEE EXPANSION

JOINT DETAIL)

CONCRETE

DOWELS WHEN

REQUIRED

(SEE EXPANSION

JOINT DETAIL)

CONCRETE

#5 SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATED

COMPACTED

SUBBASE

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 v a si ou ix fa lls co ns tru ct n ew s ps cp s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

-c -d et l.d w eb ro dm ar kl d:

2/

/2

:5 lo t:2 /1

4/

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 STAMPCONSULTANTS

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 # 16584

CONSTRUCT NEW SPS

438-460

SIOUX FALLS, SOUTH DAKOTA

BID DOCUMENTS

Date:

SIOUX FALLS VA

HEALTH CARE SYSTEM 02/14/2025

FULLY SPRINKLERED

CIVIL DETAILS

EB AB

C-504

SCALE:1

30" CURB TYPICAL SECTIONS

NTS SCALE:2

CURB AND GUTTER ISOLATION (EXPANSION) JOINT

NTS

SCALE:3

CURB TAPER DETAIL

NTS

SCALE:5

ASPHALT PAVEMENT DETAIL

NTS

SCALE:4

CONCRETE PAVEMENT DETAIL

NTS SCALE:6

ASPHALT ABUTMENT DETAIL

NTS

SCALE:10

SIDEWALK OR PAVEMENT ISOLATION (EXPANSION) JOINT DETAILS

NTSSCALE:8

SIDEWALK DETAIL

NTSSCALE:7

ABA CURB RAMPS

NTS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION, AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA