S06 - Amend 0002 - RFP - Att 01-03 - DWG - 03242025 - SPS - Sioux Falls.pdf

GENERAL NOTES:

1. CONCRETE SHALL BE CAST IN PLACE AND 4000 PSI.

2. COLLAR SHALL PROVIDE POSITIVE DRAINAGE TO INLET IN ALL DIRECTIONS, MIN.

2%, TRANSITION TO ADJACENT PAVEMENT.

3. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.

1' MIN.

(TYP.)

2% SLOPE

MIN. (TYP.)

M

AN

H O

LE

D

EP

TH

12"

4" MINIMUM TYPE 1

GRANULAR VALUE

NEENAH R-3406 FRAME AND GRATE FOR AREA STORM INLET

N.T.S.

2'

2'

4" MIN

BEDDING

BELOW PIPE

PE

R

P

LA

N

4.25'

4.

18" 15" 18"

PROFILE VIEW PLAN VIEW

0.

1'

NOTES:

1. INVERT SHOWN IN PLANS ARE TO THE 6" OUTLET PIPE INVERT.

2. 15" SQUARE GRATE AND INLINE DRAIN SHALL BE NYLOPLAST

OR APPROVED EQUAL.

3. A MINIMUM OF 1' OF TYPE 1 BEDDING MATERIAL SHALL BE

INSTALLED AROUND THE BEND.

PVC PIPE

SEE SPECS

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

PIPE ADAPTER, IF NECESSARY

TYPE 1 BEDDING TO BOTTOM

OF TOPSOIL

NYLOPLAST

15" DRAIN

CONCRETE COLLAR

8" THICK

CONCRETE COLLAR

8" THICK

4" AGGREGATE

BASE COURSE

15" H-20 SQUARE GRATE W/HINGED DESIGN (LOCKABLE),

NYOPLAST STANDARD 1599CGSL OR PREAPPROVED EQUAL

CONCRETE COLLAR

48"

36 1/2" 35 1/4"

3 1/8"

33"

36"6" 6"

6"

VA

R

IA

BL

E

6"

7/

8"

GENERAL NOTES:

1. CONCRETE SHALL HAVE 4000 PSI COMPRESSIVE

STRENGTH AT 28 DAYS.

2. ALL STRUCTURAL JOINTS SHALL BE KEYED & WATER

TIGHT.

3. EPOXY COATED REINFORCING STEEL SHALL CONFORM

TO ASTM A615 GRADE 60, CUT AND BEND BARS AS

REQUIRED TO PLACE PIPE(S) THRU DROP INLET WALL.

4. PRECASTING OF TYPE "B" INLETS MAY BE PERMISSIBLE

PRIOR TO RECASTING, THE CONTRACTOR SHALL

SUBMIT DETAILS TO ENGINEER FOR APPROVAL.

5. MAXIMUM PIPE DIAMETER SHOULD NOT EXCEED 21

INCHES ON THE 3 FOOT WIDE SIDE OF THE TYPE "B"

INLET.

6. IN SITUATIONS WHERE MULTIPLE INLETS ARE TO BE

CONSTRUCTED ADJACENT TO ONE ANOTHER, THE

COMMON INLET WALL SHALL BE CONSTRUCTED 12

INCHES THICK WITH THE EQUIVALENT AMOUNT OF

REBAR AS IS REQUIRED FOR EACH INLET INDIVIDUALLY.

THE CONVEYANCE OF STORM WATER THRU THE

COMMON WALL SHALL BE BY INSTALLING THE

APPROPRIATELY SIZED REINFORCED CONCRETE PIPE.

NOTE: BOX MANHOLE, TYPE ``B'' DETAILS

2"

NEENAH R-3067 (V CURB INLET, FLOW-RIGHT SHOWN)

24"6" 6"

6"

VA

R

IA

BL

E

17 3/4" 6"

#4 REBAR @

12" MAX. O.C

#4 REBAR @

12" MAX. O.C

KEY

#4 REBAR

COLD BENT

GRATE TO BE

SET TO MATCH

ADJACENT CURB

PROFILE &

FLOW LINE

2" R

NOTES:

1. PC'S & PT'S ARE TO BE WITHIN THE MANHOLE.

2. ALL INVERTS TO BE U-SHAPED CHANNEL EQUAL TO PIPE I.D. AND SHALL

BE CONSTRUCTED WITH SWEEPS.

3. A MINIMUM RADIUS (R) OF 2.5 TIMES THE I.D. OF THE BRANCH MAIN IS

REQUIRED FOR ALL SWEEPS. IF THE 2.5 TIMES THE I.D. OF THE BRANCH

CAN'T BE MET, A LARGER DIAMETER MANHOLE SHALL BE REQUIRED.

MANHOLE PIPE CONNECTOR SHALL BE A RESILIENT WATERTIGHT SEAL.

I.D.3" CLEAR

3" CLEAR

36" 12"12"

6" 36" 6"

6"

VA

R

IA

BL

E

6" (T

YP

* CROSSWALK WIDTH TO MATCH ADJACENT SIDEWALK OR PATH

WIDTH, BUT NOT LESS THAN 6' MEASURED BETWEEN LINES.

SURFACE

CHIMNEY SEAL

RING AND COVER, LOCKABLE

CENTER OPENING

OVER OUTLET PIPE

ADJUSTING RINGS

AS SPECIFIED

CONE SECTION

NEOPRENE

O-RING TYPE

GASKET AND

BUTYL JOIN

SEALANT

U-SHAPED CHANNEL

EQUAL TO PIPE I.D.

1:10 VERTICAL, TYP

SET CHIMNEY

ADJUSTING RINGS

IN FULL MORTAR

RE-BAR

STEPS - SEE

SPECIFICATIONS

24" WIDE

STRIPING PER

SPECIFICATIONS*

INVERT ELEVATION SHALL BE A MINIMUM

0.05' BELOW BRANCH INVERT IN OR NOT

LESS THAN THE PIPE SLOPE OF THE

BRANCH IN

BRANCH MAIN

PC

PT

#4 REBAR CENTERED

VERTICALLY AND

HORIZONTALLY

6" THICK

CONCRETE

INLET

GRATE

CONCRETE COLLAR

SEE DETAIL

4" TOPSOIL (TYP.)

NEENAH R-3406

FRAME AND GRATE

OR APPROVED EQUAL

SDDOT TYPE B BOX

ONSITE COMPACTED

FILL (TYP.)

RADIUS (R) SHALL BE AS

LARGE AS POSSIBLE AND

PC'S & PT'S SHALL BE AT

THE MANHOLE SIDEWALLS

6"

6"

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 g ed it:

eb ro dm ar kl e sa ve d:

2/

/2

:5

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

CIVIL DETAILS

EB AB

C-505

SCALE:1

AREA INLET

NTS SCALE:2

SANITARY SEWER MANHOLE

NTS SCALE:3

CROSSWALK DETAIL

NTS

SCALE:5

TYPE B INLET DETAIL

NTS SCALE:6

NYLOPLAST 15" SQUARE GRATE INLINE DRAIN

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

EDWIN J. Y. BRODMARKLE, PE

DATE: 2025.02.14 LICENSE NO: 55409

SEE NOTE 4

HEATED CONCRETE

SIDEWALK - SEE 4/C-504

4" 6" M

IN

4"

1/ 8"

[3 m m

NOTES:

1. THE FINISHED LEVEL OF THE CONCRETE SURROUND

MUST BE APPROX. 1/8" ABOVE THE TOP OF THE

CHANNEL EDGE.

2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS.

3. THE SYSTEM SHALL BE 4" NOMINAL INTERNAL WIDTH

WITH A 5.1" OVERALL WIDTH AND A BUILT-IN SLOPE OF

0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V"

SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH

A MALE/FEMALE JOINT.

4. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO

POLYMER PRODUCTS, INC. OR APPROVED EQUAL.

5. CHANNELS SHALL BE MANUFACTURED FROM

POLYESTER RESIN POLYMER CONCRETE WITH AN

INTEGRALLY CAST-IN STAINLESS STEEL EDGE RAIL.

MINIMUM PROPERTIES OF POLYMER CONCRETE WILL

BE AS FOLLOWS:

6. FOLLOW SEALANT MANUFACTURER'S

RECOMMENDATIONS FOR 2" WIDE JOINT.

COMPRESSIVE STRENGTH: 1 4 , 0 0 0 P S I

FLEXURAL STRENGTH: 4 , 0 0 0 P S I

TENSILE STRENGTH: 1 , 5 0 0 P S I

WATER ABSORPTION: 0 . 0 7 %

FROST PROOF Y E S

DILUTE ACID AND ALKALI RESISTANT YES

B117 SALT SPRAY TEST COMPLIANT YES

FLOW

WOOD STAKE

FLOW

DETAIL B

(TYPICAL OF ALL INSTALLATIONS)

2" T

O

SECTION A-A

WOOD STAKE

DETAIL C

POINT B POINT A

SPACE VARIES

SEE DETAIL B

6"

ELEVATION VIEW

CUT OR FILL SLOPE INSTALLATION

6"

EXCAVATED MATERIAL

FROM TRENCH

3" T

O

TR

EN

C

H

WOOD STAKE

(TYP.)

POINT A

POINT B

POINT A

PLAN VIEW

DITCH INSTALLATION

POINT A

9" M

IN

WATTLE

WOOD STAKE

ENDS OF EROSION

CONTROL WATTLES

FL

O

W

GENERAL NOTES:

1. AT CUT OR FILL SLOPE INSTALLATIONS WATTLES SHALL BE INSTALLED ALONG THE CONTOUR AND PERPENDICULAR TO

THE WATER FLOW.

2. AT DITCH INSTALLATIONS, POINT "A" MUST BE HIGHER THAN POINT "B" SO THAT WATER FLOWS OVER THE WATTLE AND

NOT AROUND THE ENDS.

3. THE CONTRACTOR SHALL DIG A 3" TO 5" TRENCH, INSTALL THE WATTLE TIGHTLY IN THE TRENCH SO THAT DAYLIGHT CAN

NOT BE SEEN UNDER THE WATTLE, AND THEN COMPACT THE SOIL EXCAVATED FROM THE TRENCH AGAINST THE WATTLE

ON THE UPHILL SIDE. SEE DETAIL B.

4. THE STAKES SHALL BE 1"X2" OR 2"X2" WOOD STAKES. HOWEVER, OTHER TYPES OF STAKES SUCH AS REBAR MAY BE USED. THE STAKES SHALL BE PLACED 6" FROM THE ENDS OF THE WATTLES AND THE SPACING OF THE STAKES ALONG

THE WATTLES SHALL BE 3' TO 4'.

5. WHERE INSTALLING RUNNING LENGTHS OF WATTLES, THE CONTRACTOR SHALL BUTT THE SECOND WATTLE TIGHTLY

AGAINST THE FIRST AND SHALL NOT OVERLAP THE ENDS. SEE DETAIL C.

PROPOSED SURFACE

4000 PSI CONCRETE

W/ SNOW MELT PIPING

- SEE MECHANICAL

SILICONE JOINT SEALANT

W/ BACKER ROD

- SEE 1/C-507

2" RIGID HIGH DENSITY

INSULATION

1' M

IN

IM

U M

C O

VE

R

6"

ON-SITE BACK FILL

BEDDING

MATERIAL (SAND)

STABLE FOUNDATION

LOCATOR WIRE

WARNING TAPE

12" ABOVE PIPE

BACKSLOPE TO

CONFORM TO

O.S.H.A

REGULATIONS

2" COPPER PIPE

ENCASED IN PVC

PIPE - SEE

MECHANICAL AND

SPECIFICATIONS

FOLD UNDER 6"

6" WIRE STAPLES 3'

OC USING DIAMOND

PATTERN

6" WIRE STAPLES 1'

SPACING ON UPPER

END

4" OVERLAP OF MATS

6" WIRE

STAPLES 1'

SPACING ON

LOWER END

3' MIN

LEVEL

5"

VARIES PER

MANUFACTURER

ACO KLASSIKDRAIN K100

OR APPROVED EQUAL

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-506

SCALE:5

SEDIMENT CONTROL WATTLE

NTSSCALE:4

SILT FENCE DETAILS

NTS

SCALE:1

TRENCH DRAIN DETAIL

NTS

SCALE:7

EROSION CONTROL BLANKET

NTS

50' MINIMUM

AS REQUIRED

6" MINIMUM

1"-2" WASHED ROCK

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

SCALE:2

ROCK CONSTRUCTION ENTRANCE DETAIL

NTS SCALE:3

INLET PROTECTION DETAIL

NTS

SCALE:6

OXYGEN LINE TRENCH DETAIL

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

VA

R

IE

S

6"

GROUT SHALL EXTEND A

MINIMUM OF 6" BEYOND

THE MANHOLE SIDEWALL

6" MINIMUM OVERLAP

FULL CIRCUMFERENCE

3"

CONCRETE

MANHOLE

PVC OR EXISTING PIPE

NON-SHRINK GROUT PER

SPECIFICATIONS

FACTORY FORMED HOLE

1"

6" OF FLOWABLE FILL ON ALL

SIDES OF WATER MAIN

WATER MAIN

6" REINFORCED CONCRETE

#4 REBAR @ 18" O.C. LONGITUDINAL AND TRANSVERSE

SEE DETAIL 8/C-504

SNOW MELT SYSTEM PIPING ON CHAIRS

WITH 1" CLEARANCE - SEE MECHANICAL

TRENCH DRAIN W/ SLOPED BOTTOM @

0.5% - SEE 1/C-506

CONCRETE WALL - SEE 2/C-503

BUILDING WALL

1.9% SLOPE

2% SLOPE MAX.

EXPANSION JOINT - SEE 10/C-5042" RIGID HIGH DENSITY INSULATION

T/

T/ 2 T

15" 15"

SMOOTH EPOXY COATED

DOWEL, ONE SIDE

LUBRICATED, 30" LONG,

SPACED 12" O.C.

T/

T/ 2 T

15" 15"

DOWELED CONSTRUCTION JOINT

N.T.S.

T

THICKENED PAVEMENT EDGE

N.T.S.

4' MIN.

UP TO ONE

PANEL LENGTH

T/

O R

2" M

IN

IM

U M

ISOLATION JOINT - SEE DETAIL

THIS SHEET

ISOLATION JOINT

N.T.S.

T

COMPACTED SOIL

4" TO 12" ISOLATION JOINT

FILLER

T

CURB CONSTRUCTION JOINT

N.T.S.

T/ 43/8" 1/

4" 1/

8" 1/

8"

T

LOW MODULUS

SILICONE SEALANT

BACKER ROD

LINE OF

FRACTURE

NOTE:

THE FIRST SAW CUT TO CONTROL CRACKING SHALL BE A MINIMUM OF 1/4 THE DEPTH OF

THE PAVEMENT. ADDITIONAL SAWING FOR WIDENING THE SAW CUT TO PROVIDE THE

WIDTH FOR THE INSTALLATION OF THE LOW MODULUS SILICONE JOINT SEALANT WILL BE

NECESSARY. BACKER ROD SHALL BE NON-MOISTURE ABSORBING RESILIENT MATERIAL

APPROXIMATELY 25% LARGER IN DIAMETER THAN THE WIDTH OF THE JOINT TO BE SEALED. DETAIL A

3/8"

1/8"

1/ 2"

T/

INITIAL SAW CUT

SAWED JOINT WITH HOT POURED SEALANT

SAWED JOINT WITH

SEALANT; SEE DETAIL

THIS SHEET

SAWED JOINT WITH

SEALANT; SEE DETAIL

THIS SHEET

SAWED JOINT WITH SEALANT; SEE

DETAIL THIS SHEET

SMOOTH EPOXY COATED DOWEL, ONE

SIDE LUBRICATED, 30" LONG, SPACED 12"

O.C.

TYPE A OR AL

CURB & GUTTER

NOTE:

1. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH ACI 330R-08.

2. DOWEL BAR ASSEMBLY IS RECOMMENDED

TO KEEP DOWELS IN PROPER ALIGNMENT.

3. DOWELS SHALL NOT BE PLACED CLOSER

THAN 12" TO A JOINT INTERSECTION.

HOT POURED ELASTIC JOINT FILLER,

BACKER ROD OPTIONAL

PAVEMENT

THICKNESS

(IN.)

DOWEL

DIAMETER

(IN.)

7 1

>8 1 1/4

4' MIN.

T/

O

R 2"

M

IN

IM

U

M 3"

O R

T /2

W H

IC

H

E

VE

R

IS

L

ES

S

SAWED JOINT W/ BACKER ROD & SILICONE SEAL

PAVEMENT CONTRACTION JOINT DETAILS

N.T.S.

STRUCTURE, EXISTING

PAVEMENT, OR SIDEWALK

T/

T/ 2 T

15" 15"

SMOOTH EPOXY COATED

DOWEL, ONE SIDE

LUBRICATED, 30" LONG,

SPACED 12" O.C.

SAWED JOINT WITH

SEALANT; SEE DETAIL

THIS SHEET

NEW CONSTRUCTION ADJACENT TO EXISTING PCC

DRILLED

HOLE

30" LONG EPOXY COATED SMOOTH DOWEL

@12" C.C. GREASE ONE END, ANCHOR

OTHER END IN HOLE W/ EPOXY RESIN

ADHESIVE - SEE TABLE FOR DOWEL

DIAMETER

NOTE:

IF EXISTING PCC IS < 6", USE

ISOLATION JOINT DETAIL

6 3/4"

4" COMPACTED AGGREGATE

BASE COURSE

2" RIGID HIGH DENSITY INSULATION18" MIN.

PLAN

SECTION

4"

2"

W

2" 4"

W+1'

5' (S

EE

N

O

TE

W = 6" MIN. FOR ONE DOWNSPOUT

W = 1'-6" MIN. FOR TWO DOWNSPOUTS

M

AT

C H

G R

O U

N D

SL

O

PE

4"

NOTE:

USE 5' LONG PRECAST SPLASH BLOCK WHERE SPACE ALLOWS.

IN LOCATIONS WITH LIMITED SPACE, USE A MINIMUM OF 3' LONG

PRECAST SPLASH BLOCK.

FOUNDATION

MATERIAL, (UNSTABLE

TRENCH BOTTOM ONLY)

SLOPE

BENCH

SPECIFICATIONS

LOCATOR

WIRE FOR

NON-METALLIC PIPE

BEDDING

MATERIAL3"

M

IN

3"

TRENCH

WIDTH PER

9" SELECT BEDDING

MATERIAL (INCIDENTAL)

(C O

M

PA

C

TE

D P

ER

SP

EC

IF

IC

AT

IO

N

S)

PI

PE

D

IA

N O

R M

AL

B

AC

KF

IL

L

VA

R

IE

S

WARNING TAPE 12"

BELOW SLABS AND

PAVEMENT, AND 6" IN

TURF AND LANDSCAPE

AREAS

TRENCH

SIDEWALL

VERTICAL TO

THIS POINT

WATER STOP GASKET,

"CONCRETE MANHOLE

ADAPTER" BY FERNCO OR

APPROVED EQUAL

6" MINIMUM OVERLAP

FULL CIRCUMFERENCE

6" MINIMUM OVERLAP

FULL CIRCUMFERENCE

NON-SHRINK GROUT PER

SPECIFICATIONS

"D

BREAKOUT 3" MINIMUM & 6"

MAXIMUM FULL

CIRCUMFERENCE

BREAKOUT 3" MINIMUM & 6"

MAXIMUM FULL CIRCUMFERENCE

"D"

NEW SEWER

MAIN

GROUT SHALL EXTEND A

MINIMUM OF "D" BEYOND

THE MANHOLE SIDEWALL

NOTE:

AS AN ALTERNATIVE, THE CONTRACTOR MAY CORE THE EXISTING MANHOLE AND INSTALL A BOOT-TYPE FLEXIBLE CONNECTOR CONSISTING OF A RUBBER GASKET OR BOOT, METAL EXPANSION RING AND DOUBLE METAL TAKE-UP CLAMPS, AS MANUFACTURED BY PRESS SEAL GASKET CORPORATION, OR PREAPPROVED EQUAL. A STAINLESS STEEL “POWER SLEEVE” SHALL BE SUPPLIED FOR CONNECTING THE BOOT TO THE MANHOLE. THE BOOTS SHALL BE TYPE PSX AS MANUFACTURED BY PRESS SEAL GASKET CORPORATION OR APPROVED EQUAL. RUBBER BOOTS AND

GASKET MATERIAL SHALL MEET OR EXCEED ASTM C-923.

BENTONITE WATERSTOP PLACED AGAINST MANHOLE

AROUND ENTIRE CIRCUMFERENCE

OF HOLE, EMBEDDED IN GROUT. WATER STOP - RX BY

AMERICAN COLLOID OR APPROVED EQUAL.

NOTES:

1. SLOPE GRADE AS REQUIRED FOR DRAINAGE.

2. JOINTS IN PAVEMENT TO EXTEND THROUGH CURB.

3. SEE CURB DESIGN FOR REINFORCING DETAILS. DISCONTINUE REINFORCING AT

JOINTS.

4. CURB MAY BE PLACED MONOLITHICALLY WITH THE ADJACENT PAVEMENT AND A

CONTRACTION JOINT SAWED IN LOCATION OF CONSTRUCTION JOINT.

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-507

SCALE:1

JOINT DETAILS

NTS

SCALE:3

PIPE CONNECTION TO SANITARY MANHOLE

NTS

SCALE:7

ENCASEMENT DETAIL

NTSSCALE:6

PIPE CONNECTION TO STORM MANHOLE

NTSSCALE:5

PRECAST SPLASH BLOCK

NTSSCALE:4

HEATED SIDEWALK DETAIL

NTS

SCALE:2

STANDARD PIPE TRENCH DETAIL

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

B6

J6c

BLDG 24

EX. BLDG 5

BLDG 28

EX. BLDG 5

DOWN

DOWN

DO

W

N

DO

W

N

DOWN

4'-0"

3'-0"

8'- 0"

10'-6"

4'-0"

CO

CO

OXYOXYOXY

OX

Y

OX

Y

OX

Y

OX

Y

OX

Y

OX

Y

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

CCE

GMS

RGM

TMD

BTK

AMS4

CKF

AMS

BNC

TMD

BTK

RGM

CKF

RGM

POM

GMS

VTB

CKF

GMS

MSG

MSG

EAC

JVT

AFJ

GKB

SMN

R5'-0"

R 5'-0"

R5'-0"

R 5'

-0

R10'-0"

CONIFEROUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

JVT 5 TAYLOR EASTERN REDCEDAR B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER LENGTH;

JUNIPERUS VIRGINIANA 'TAYLOR' SHEARED AND CLIPPED TREES WILL NOT BE

ACCEPTED

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

AFJ 1 AUTUMN BLAZE FREEMAN MAPLE B&B 3" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ACER X FREEMANII 'JEFFERSRED' TM

BNC 1 HERITAGE RIVER BIRCH B&B 12` HT. MIN. 1-1/2" CAL. LEADERS; NO BRANCHES BELOW

BETULA NIGRA 'CULLY' TM 36" HT. SINGLE STEM

CCE 1 EASTERN REDBUD B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO BRANCHES

CERCIS CANADENSIS BELOW 36" HT.; SINGLE STEM

GKB 1 MAIDENHAIR TREE B&B 2 - 1/2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES;

GINKGO BILOBA SEEDLESS

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE

BTK 12 KOBOLD JAPANESE BARBERRY CONT. 2 GAL. MIN. 5 CANES @ 12" HT.

BERBERIS THUNBERGII 'KOBOLD' TM

EAC 3 COMPACT BURNING BUSH CONT. 5 GAL. MIN. 5 CANES @ 12" HT.

EUONYMUS ALATUS 'COMPACTUS'

POM 2 DIABOLO NINEBARK CONT. 5 GAL. MIN. 5 CANES @ 12" HT.

PHYSOCARPUS OPULIFOLIUS 'MONLO' TM

RGM 14 GREEN MOUND ALPINE CURRANT CONT. 2 GAL. MIN. 5 CANES @ 12" HT.

RIBES ALPINUM 'GREEN MOUND'

TMD 5 DENSE SPREADING YEW CONT. 5 GAL.

TAXUS X MEDIA 'DENSIFORMIS'

VTB 6 BAILEY'S COMPACT CRANBERRYBUSH CONT. 5 GAL. MIN. 5 CANES @ 12" HT.

VIBURNUM TRILOBUM 'BAILEY COMPACT'

ORNAMENTAL GRASS CODE QTY COMMON / BOTANICAL NAME CONT SIZE

CKF 19 KARL FOERSTER FEATHER REED GRASS CONT. 1 GAL.

CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'

MSG 7 EULALIA GRASS CONT. 1 GAL.

MISCANTHUS SINENSIS 'GRACILLIMUS'

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE

HSO 22 'STELLA DE ORO' DAYLILY CONT. 1 GAL.

HEMEROCALLIS X `STELLA DE ORO`

SMN 54 MAY NIGHT SAGE CONT. 1 GAL.

SALVIA X SYLVESTRIS `MAY NIGHT`

SCALE:1

PLANTING PLAN

1" = 10' (30" x 42" PAPER SIZE)

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-pl an t.d w bn or he im s av ed

:7 /1

5/

:4

P M lo t:7 /1

6/

:5

A 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 07/17/2024

FULLY SPRINKLERED

PLANTING PLAN

CC JF

LP101

N

0 10' 20'

PLANTING SCHEDULE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DEMARCATION LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION LIMITS

NEW SOD w/IRRIGATION

3" DEEP, 1-1/2" WASHED RIVER

ROCK MULCH OVER FABRIC

(MATCH EXISTING)

LANDSCAPE METAL EDGER

NOTES

1. ALL LANDSCAPING DISTURBED BEYOND THE NEW

PLANTINGS SHALL BE REPLACED IN KIND.

2. ALL PLANTINGS SHALL RECEIVE IRRIGATION;

REFER TO IRRIGATION PLAN SHEETS FOR

IRRIGATION DESIGN.

RESTORATION LIMITS ARE

APPROXIMATE CONTRACTOR SHALL

RESTORE ALL DISTURBED AREAS.

RESTORATION LIMITS ARE

APPROXIMATE CONTRACTOR SHALL

RESTORE ALL DISTURBED AREAS.

R 5.

R5.00

R10.00

R6.00

R7.50

R5 .0

STAMPSTAMP

02/14/2025

NOTE:

1. 3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL

LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED

FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE.

2. KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM

3. SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE

3x

ROOT

BALL

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6" MIN. DIA. EARTH SAUCER

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

3" DEPTH HARDWOOD MULCH

3" HEIGHT TAMPED WATER BASIN

AT EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE,

ROPE AND WIRE FROM TOP

HALF OF ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR

COMPACTED SOIL

AFTER EXPOSING TREE ROOT FLAIR,

PLANT SO ROOT FLAIR IS AT 2" ABOVE

ADJACENT FINISH GRADE

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

PLAN VIEW OF TREE STAKING

NOT TO SCALE

3X ROOTBALL

HARDWOOD MULCH

LAWN

FERTILIZER PLANT TAB

MIN.

6"

3' MIN. TO PAVED

SURFACES

1"

PLANTING SOIL

3" DEPTH HARDWOOD

MULCH

PAVED SURFACE,

OR LAWN

UNDISTURBED OR

COMPACTED SOIL

6" MIN. BELOW ROOTBALL

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

PLANTING SOIL CONTINUOUS

BETWEEN ROOTBALLS

3" DEPTH MULCH

NOTE:

- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

- SEE PLANT SCHEDULE FOR O.C. SPACING

12" MIN. EDGE OF ROOTBALL

O.C.SPACING

0.

C

S

P A

C

IN

G

DISTANCE FROM

EDGE IS 1/2 THE

SPECIFIED O.C.

SPACING

EDGE OF

WALK EDGE

TRIANGULAR

SPACE,

AT SPECIFIED

O.C.

DISTANCE -

EQUIDISTANT

PLANT CENTER

NATIVE SOIL

MULCH

ROOTBALL

PLANTING SOIL

LAWN

3" DP. MULCHPLANTING BED

BOUNDARY BETWEEN LAWN AND

PLANTING AREA AS SHOWN ON PLAN

STEEL LANDSCAPE EDGING

3/16" THICK BY 4" DP.

LANDSCAPE EDGING STAKE

16" TO 18" LONG

LANDSCAPE FABRIC IF SPECIFIED

SPECIFIED PLANTING SOIL

SUBGRADE

6" DEEP

SHOVEL CUT

3x

ROOT

BALL

NOTE:

1. 3" DP. SHREDDED HARDWOOD

MULCH SHALL BE USED IN ALL

LANDSCAPE PLANTINGS AREAS

AND UNDER TREES ISOLATED

FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

REMOVE BURLAP, TWINE,

ROPE AND WIRE FROM TOP

HALF OF ROOTBALL

FINISHED GRADE

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER BASIN

AT EDGE OF EARTH SAUCER

(3) TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO TREE

WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE

(EQUALLY SPACED).

3" DEPTH HARDWOOD MULCH

SINGLE STRAIGHT LEADER

CENTER TREE IN HOLE, UPRIGHT

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

PLAN VIEW OF TREE STAKING

NOT TO SCALE

3X ROOTBALL

HARDWOOD MULCH

LAWN

(3) TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO TREE

WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE

(EQUALLY SPACED).

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

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-pl an t.d w bn or av ed

:7 /1

5/

:4 lo t:7 /1

6/

:5

A 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 07/17/2024

FULLY SPRINKLERED

PLANTING DETAILS

CC JF

LP501

SCALE:1

DECIDUOUS TREE PLANTING

N.T.S.

SCALE:4

DECIDUOUS SHRUB PLANTING

N.T.S. SCALE:5

EVERGREEN SHRUB PLANTING

N.T.S.

SCALE:3

SHRUB BED SPACING

N.T.S.

SCALE:6

METAL LANDSCAPE EDGING

N.T.S.

SCALE:2

CONIFEROUS TREE PLANTING

N.T.S.

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

N

0 10' 20'

SCALE:1

SITE FURNISHINGS PLAN

1" = 10' (30" x 42" PAPER SIZE)

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

-ls -fu rn is hi ng s.

dw bn or av ed

:7 /1

5/

:4 lo t:7 /1

6/

:5

A 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 07/17/2024

FULLY SPRINKLERED

CC JF

LF101

PROPERTY LIMITS

CONSTRUCTION LIMITS

ADJACENT PROPERTY

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

SITE FURNISHINGS - TRASH RECEPTACLE, TYP. - SEE 1/LF501

KEYNOTES

SITE FURNISHINGS - BENCH, TYP. - SEE 2/LF501

SITE FURNISHINGS - BIKE RACK, TYP. - SEE 3/LF501

LEGEND

BL-107 (L)

BL-106 (L)

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-2

(R

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

)BL-3

(S

BL-2

(R

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-1

(L

BL-104 (L)

BL-102 (L)

BL-101 (L)

BL-103 (L)

BOLLARDS SCHEDULE

ID TYPE DETAL NOTES

BL-101 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-102 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-103 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-104 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-105 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-106 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-107 (L) BOLLARD SEE 2/LF502 & ELEC. LIGHTED; PERMANENT BOLLARD

BL-201 (R) BOLLARD SEE 3/LF502 NON-LIGHTED; REMOVABLE BOLLARD

BL-202 (R) BOLLARD SEE 3/LF502 NON-LIGHTED; REMOVABLE BOLLARD

BL-301 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-302 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-303 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-304 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-301 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-302 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-303 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-304 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-305 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-306 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-307 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-308 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-309 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-310 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-311 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-312 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-313 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-314 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-315 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-316 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-317 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-318 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-319 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-320 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-321 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-322 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-323 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-324 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-325 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-326 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-327 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-328 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-329 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-330 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-331 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-332 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-333 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-334 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-335 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-336 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-337 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-338 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-339 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-340 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-341 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-342 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-343 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-344 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-345 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-346 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-347 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-348 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-349 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-350 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

BL-351 (S) BOLLARD SEE 1/LF502 NON-LIGHTED; FIXED BOLLARD

GENERAL SITE FURNISHINGS NOTES:

1. ALL SITE FURNISHINGS SHALL BE LOCATED IN FIELD AS

IDENTIFIED BY THE SCHEDULE ABOVE. FINAL

APPROVAL SHALL BE ACQUIRED FROM RE PRIOR TO

FINAL PLACEMENT.

2. SEE SPECIFICATIONS FOR MORE INFORMATION.

SITE FURNISHINGS PLAN

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

BL-3

(S

4 LIGHTED BOLLARD - SEE 2/LF502 & SEE ELECTRICAL PLANS

5 PROJECT CONSTRUCTION SIGN - SEE 4/LF501

6 SAFETY CONSTRUCTION SIGN - SEE 5/LF501

INTEGRAL

WELDED FRAME

OF 1" x 1" SOLID

STEEL

1/4" x 1-1/2"

SOLID STEEL SLATS

INTEGRAL WELDED

CROSS-MEMBERS

OF 1" x 1-1/2"

TUBULAR STEEL

CLEARANCE FOR 3/8"

ANCHOR BOLTS

Ø 24-5/8"

-7

/8

24-1/2"

24-1/8"

-1

/2

S E

A T

H E

IG

H

T

12"

-1

/4

72"

CLEARANCE FOR 3/8"

ANCHOR BOLTS

3"

12"

22-1/8"

1" SQUARE FOR 34"

ANCHOR BOLTS

4" SQUARE

ANCHOR BOLTS

HOLES

LEVELING FEE WITH

8" DIA. THREADED

STEEL SHAFT

8" x 1" VERTICAL

SOLID STEEL BARS

1/4" x 2-1/2"

HORIZONTAL

SOLID STEEL BAND

1/4" x 2-1/2"

HORIZONTAL

SOLID STEEL BAND

36-GALLON CAPACITY HIGH

DENSITY PLASTIC LINER

(WEIGHT NOT TO EXCEED 6

LBS.) SITS ON 3/8" x 3"

SUPPORT BARS

BIKE RACK

BASIS FOR DESIGN

MODEL: FREESIA BIKE RACK

SINGLE ARCH WITH CROSS BAR

(BFRE-161)

BY VICTOR STANLEY

BENCH

BASIS FOR DESIGN

MODEL: 6' FREESIA WITH

END ARMRESTS

(FRE-20)

BY VICTOR STANLEY

TRASH RECEPTACLE

BASIS FOR DESIGN

MODEL: 36" STEELSITES

(SDC-36)

BY VICTOR STANLEY

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND OCCUR BETWEEN

LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

2" 5"

9" M A

X

1'-0" 5"

14" M A

X

2" 5"

5" 2"

4'-0" M

IN

3'-0"

6"

6'-0"

8'-0"

5" 5"

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION SECTION

ON CENTERLINE

TEMPORARY CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY LOCATION

WITH SOR/COR.

SP24.1

2" 4"

3'-0" V

A R

IE

S

GENERAL CONTRACTOR

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

ZERO

Department of Veterans Affairs

3'-0"

4'-0"

2" 1 3/4"

2"

BLUE

BLUE OUTLINE

WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

THIS SHEET

RED RED

WHITE

BLUE

ELEVATION

WOOD STRIPS

SP24.04

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

-ls -fu rn is hi ng s.

dw bn or av ed

:7 /1

5/

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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 07/17/2024

FULLY SPRINKLERED

SITE FURNISHINGS DETAILS

CC JF

LF501

SCALE:1

TRASH RECEPTACLE (OWNER PROVIDED; CONTRACTOR INSTALLED)

N.T.S. (30" x 42" PAPER SIZE) SCALE:3

BENCH (OWNER PROVIDED; CONTRACTOR INSTALLED)

N.T.S. (30" x 42" PAPER SIZE)

SCALE:4

PROJECT CONSTRUCTION SIGN

N.T.S. (30" x 42" PAPER SIZE) SCALE:5

SAFETY CONSTRUCTION SIGN

N.T.S. (30" x 42" PAPER SIZE)SCALE:2

BIKE RACK (OWNER PROVIDED; CONTRACTOR INSTALLED)

N.T.S. (30" x 42" PAPER SIZE)

Revisions: Date:

3' -6

PLAN

ELECTRICAL CONDUIT

SEE ELECTRICAL

3/4" CLEAN ROCK

SEE CIVIL

12" DIA. SONOTUBE PIER

ATTACH TO CONCRETE

PIER PER MANUFACTURER

RECOMMENDATION

SATURN LIGHTED

BOLLARD

BLACK LOUVER/ 1G2 LED

CATALOG # SAB-BK-1

REPORT # SX-8040

LIFTING PIN

STEEL BOLLARD TUBE (85

8" OD)

PRIMED AND PAINTED BLACK (TYP)

PRE-CUT #8, 60 K.S.I.

VERTICAL REBAR

4000 P.S.I CONCRETE

FOUNDATION; SEE CIVIL

4000 P.S.I. CONCRETE

IN BOLLARD TUBE

GRADE ELVATION

BOLLARD COVER

FIXED BOLLARD

BASIS FOR DESIGN

MODEL SPB-400 (SET & POUR)

RATED ASTM M30(K4)

BY IDEAL SHIELD

LIGHTED BOLLARD

BASIS FOR DESIGN

MODEL SATURN BOLLARD - SAB SERIES

BY SELUX CORP.

PRE-CUT VERTICAL REBAR

(INSIDE BOLLARD)

(QTY 6) EACH BOLLARD

BOLLARD COVER

(QTY 1) EACH BOLLARD

BOLLARD TUBE

(QTY 1) EACH BOLLARD

FIXED BOLLARD PREFABRICATED MATERIALS

CONCRETE FOUNDATION

FIXED AND REMOVABLE BOLLARD ARRAY

2%, TYP.

CURB & GUTTER

SEE CIVIL

1"/FT SLOPE

MAX.

8" THICK SIDEWALK LANDING AT

TOP OF ADA ACCESS RAMP OR

BOTTOM STAIR LANDING - SEE

CIVIL FOR ELEVATIONS

8" THICK ADA

ACCESS RAMP

SEE CIVIL FOR

ELEVATIONS

ISOLATION JOINT

SEE CIVIL

2%, MAX.2%, MAX.

SEE CIVIL FOR

ELEVATIONS

18" LONG EPOXY COATED SMOOTH

DOWEL @12" C.C. GREASE ONE END,

ANCHOR OTHER END IN HOLE W/ EPOXY

RESIN ADHESIVE; SEE CIVIL

18" LONG EPOXY COATED SMOOTH

DOWEL @12" C.C. GREASE ONE

END, ANCHOR OTHER END IN HOLE

W/ EPOXY RESIN ADHESIVE;

SEE CIVIL ISOLATION JOINT; SEE CIVIL

REMOVABLE BOLLARD

(BEHIND CURB AND GUTTER)

BASIS FOR DESIGN MODEL SPB-400

RATED ASTM M30(K4)

BY IDEAL SHIELD

REMOVABLE BOLLARD

(AT TOP OF ABA ACCESS RAMP & BOTTOM STAIR LANDING)

BASIS FOR DESIGN MODEL SPB-400

RATED ASTM M30(K4)

BY IDEAL SHIELD

NOTE:

STANDARD FIXED BOLLARDS & REMOVABLE

BOLLARDS TO BE RATED ASTM M30(K4) PER VA

PHYSICAL SECURITY AND RESILIENCY DESIGN

MANUAL REQUIREMENTS

36"

CONCRETE

DEPTH, MIN.

SEE CIVIL

36"

CONCRETE

DEPTH, MIN.

SEE CIVIL

36"

CONCRETE

DEPTH, MIN.

SEE CIVIL

MASONRY BLOCKS OR CHAIRS

TO ELEVATE BOLLARDS STEEL

OFF OF SUBGRADE

E Q

E

Q

" M

IN

60" SPACING O.C., TYP. 30" MIN.

60" SPACING O.C., TYP. 30" MIN.

NOTE:

STANDARD FIXED BOLLARDS & REMOVABLE

BOLLARDS TO BE RATED ASTM M30(K4) PER VA

PHYSICAL SECURITY AND RESILIENCY DESIGN

MANUAL REQUIREMENTS

3' -0

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IN

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3' -0

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IN

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BOLLARD COVER

LIFTING PIN

STEEL BOLLARD TUBE (85

8" OD)

PRIMED AND PAINTED BLACK (TYP)

BOLLARD SLEEVE

EMBEDDED IN CONCRETE

BOLLARD COVER

LIFTING PIN

STEEL BOLLARD TUBE (85

8" OD)

PRIMED AND PAINTED BLACK (TYP)

BOLLARD SLEEVE

EMBEDDED IN CONCRETE

1" WELDED LIP

STAINLESS STEEL CAP

CHAMFERED TOP

CORNER

FINGER HOLE TO

REMOVE STEEL CAP

WELDED LIP

STAINLESS STEEL CAP

USED WHEN BOLLARD

IS REMOVED

BOLLARD SLEEVE

REMOVABLE BOLLARD CAP

BASIS FOR DESIGN MODEL SPB-400

RATED ASTM M30(K4)

BY IDEAL SHIELD

NOTE:

SEE ELECTRICAL

PLANS & DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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:7 /1

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:4 lo t:7 /1

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:5

A 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 07/17/2024

FULLY SPRINKLERED

SITE FURNISHINGS DETAILS

CC JF

LF502

SCALE:1

FIXED BOLLARDS - RATED M30(K4)

N.T.S. (30" x 42" PAPER SIZE)

SCALE:3

REMOVABLE BOLLARDS - RATED M30(K4)

N.T.S. (30" x 42" PAPER SIZE) SCALE:4

FIXED & REMOVABLE BOLLARDS SPACING

N.T.S. (30" x 42" PAPER SIZE)

SCALE:2

LIGHTED BOLLARDS

N.T.S. (30" x 42" PAPER SIZE)