S06 - Amend 0009 - Att 08 - DWG CD101 - Rvd - SPS - Sioux Falls.pdf

Sign

S

S

S

S

S

S

W

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

F O

FO

FO

FO

FO

F

O FO FO

FO

FO

FO

FO FO FO

FO FO

FO

FO

FO

FO

FO

BLDG 24

EX. BLDG 5

BLDG 28

BLDG 50

EX. BLDG 5

BLDG 51

EX. BLDG 5

EX. BLDG 5

TC 1506.65

TC 1502.04

TC 1502.24

TC 1502.62

TC 1502.15

TC 1503.00

TC 1502.38

TC 1502.33

TC 1502.54

TC 1507.86

EA 1502.58

EA 1502.07

EA 1502.14

EC 1502.10

EC 1502.05

SAN MH

RIM = 1508.47

INV. N = 1494.22

INV. W = 1494.47

SAN MH

RIM = 1499.66

INV. = 1491.36

SAN MH

RIM = 1501.62

INV. S = 1490.22

CURB INLET

RIM = 1501.38

INV. = 1490.28

STMH

RIM = 1502.36

INV. = 1483.96

TC 1502.07

EA 1502.71

EA 1502.47

TC 1503.00

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:

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\1

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eb ro dm ar kl e sa ve d:

2/

/2

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AM

p lo t:2

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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

SITE SURVEY &

MAPPING

EB AB

VB101

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING BUILDING

EXISTING RETAINING WALL

EXISTING CONCRETE WALK

EXISTING ASPHALT PAVEMENT

EXISTING JOINTS IN CONCRETE PAVEMENT

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

EXISTING TREE

SPOT ELEVATION KEY

EDGE OF ASPHALT

EDGE OF CONCRETE

TOP OF CURB

EA

EC

TC

BLDG 24

EX. BLDG 5

BLDG 28

EX. BLDG 5

EX. BLDG 5

EX. BLDG 5

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 em o.

dw eb ro dm ar kl d:

2/

/2

:2 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

DEMOLITION

PLAN

EB AB

CD101

REMOVE CONCRETE SIDEWALK / STOOPS AND AGGREGATE BASE COURSE, TYP.

REMOVE CURB AND GUTTER AND AGGREGATE BASE COURSE, TYP.

REMOVE CONCRETE PAVEMENT AND AGGREGATE BASE COURSE

REMOVE ASPHALT PAVEMENT AND AGGREGATE BASE COURSE

CLEAR AND GRUB EXISTING TREE

RECYCLING CENTER (DO NOT DISTURB)

REMOVE BOLLARD, TYP.

REMOVE SIGN, TYP.

REMOVE FRAME AND GRATE

REMOVE CONCRETE RETAINING WALL

REMOVE CONCRETE STAIRS AND HANDRAIL

EXISTING ELECTRICAL BUILDING - DO NOT DISTURB

REMOVE VENT HOOD (SEE MECHANICAL PLANS)

EXISTING UTILITY - DO NOT DISTURB

REMOVE ELECTRICAL MANHOLE (SEE ELECTRICAL PLANS)

REMOVAL AND RELOCATION OF ELECTRICAL AND COMMUNICATION UTILITIES (SEE ELECTRICAL PLANS)

REMOVE SEGMENTAL BLOCK RETAINING WALL

REMOVE OXYGEN LINE (SEE MECHANICAL PLANS)

PROJECT LIMITS

REMOVE EXISTING DRAIN, CAP WITH MJ CAP

EXISTING BUILDING TO REMAIN

REMOVE BUILDING (SEE ARCHITECTURAL PLANS)

REMOVE LIGHT POLE (SEE ELECTRICAL PLAN)

GENERAL DEMOLITION NOTES

1. SEE ARCHITECTURE FOR DEMOLITION OF BUILDING.

2. OWNER SHALL HAVE FIRST RIGHTS TO ALL SALVAGED MATERIALS. COORDINATE WITH OWNER AND TRANSPORT SALVAGED ITEMS TO THE OWNER

DESIGNATED STORAGE AREA, IF OWNER RETAINED. ALL OTHER ITEMS SHALL BE HAULED AND DISPOSED OF OFF-SITE BY THE CONTRACTOR.

3. FINAL GRADES SHALL BE AS SHOWN ON GRADING PLAN.

4. IF ANY OTHER UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THIS PLAN, CONTACT THE OWNER AND UTILITY COMPANY IMMEDIATELY.

5. COORDINATE ALL DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS WITH THE OWNER.

6. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. ANY DISRUPTION IN

SERVICE SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY & NOTIFY COR OF DISRUPTION. CONTRACTOR SHALL PROVIDE A METHOD OF

TEMPORARY SERVICE DURING PERIODS OF DISRUPTION.

7. ALL EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO DEMOLITION.

8. DO NOT DISTURB ANY STRUCTURES NOT DESIGNATED TO BE REMOVED.

9. REMOVE ALL TOPSOIL WITHIN GRADING LIMITS AND TEMPORARILY STOCKPILE FOR SPREADING AT COMPLETION OF PROJECT.

10. CONTRACTOR SHALL REMOVE ALL UTILITIES DESIGNATED FOR REMOVAL ON THIS PLAN AND ANY DISCOVERED ABANDONED UTILITIES. ALL PIPES

OR CONDUITS TO BE ABANDONED SHALL BE PLUGGED FOR A MINIMUM DISTANCE OF 12" WITH CONCRETE.

11. ALL CONCRETE PAVEMENT SHALL BE SAWCUT OR REMOVED BY FULL PANELS TO THE NEAREST JOINT.

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 UTILITY LINE

REMOVE EXISTING BUILDING

STRUCTURE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING RETAINING

WALL

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CONCRETE

C&G

REMOVE TREE

KEYNOTES

SALVAGE EXISTING MECHANICAL EQUIPMENT, REMOVE EXISTING CONCRETE PAD (SEE MECHANICAL PLANS)

N 0 10' 20'

EXISTING RETAINING WALL TO REMAIN

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

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

7'

7'

9'

7'

7.00

5'

3' TYP.

3'

TY

P.

21.7'

18.4'

R21'

R14'

R 20'

R15'

R8'

7'

7'

R 10'

7'

R200'

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 -s ite .d w eb ro dm ar kl d:

2/

/2

:2 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

SITE LAYOUT

PLAN

EB JD

CS101

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

ADJACENT PROPERTY

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

PROPOSED HEATED CONCRETE

PAVEMENT

PROPOSED RETAINING WALL

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NUMBER OF PARKING STALLS IN

SECTION16

CONCRETE SIDEWALK - SEE DETAIL 8 / C-504

CROSSWALK STRIPING, TYP. - SEE DETAIL 3 / C-505

CONCRETE CURB, TYP. - SEE DETAILS 1 & 2 / C-504

ABA SIDEWALK RAMP, TYP. - SEE DETAIL 7 / C-504

CONCRETE PAVEMENT - SEE DETAIL 4 / C-504

RAMP # 1 - SEE DETAIL 1 / C-501

CONCRETE STAIRS #1 - SEE DETAIL 3 / C-503

CONCRETE RETAINING WALL W/ GUARDRAIL - SEE DETAILS 1, 2, & 3 / C-503

RAMP # 2 - SEE DETAIL 2 / C-501

CONCRETE STAIRS #2 - SEE DETAIL 1 / C-502

NEW BUILDING - SEE ARCHITECTURAL

BOLLARD, TYP. - SEE LF101 FOR TYPE

HEATED CONCRETE SIDEWALK - SEE CP101 AND DETAIL 4 / C-507, AND MECHANICAL

ASPHALT PAVEMENT - SEE DETAILS 5 & 6 / C-504

CONCRETE CURB TAPER, TYP. - SEE DETAIL 3 / C-504

REINFORCED CONCRETE SIDEWALK - SEE DETAIL 8 / C-504

SNOW MELT PIPING MANIFOLD VALVE BOX (SEE MECHANICAL)

SPLASH BLOCK FOR FIRE SPRINKLER DRAIN - SEE DETAIL 5 / C-507

RELOCATED LIGHT POLE - SEE ELECTRICAL, ES100

LIGHTED BOLLARD, TYP. - SEE LF101AND ELECTRICAL

NO UTILITIES ON SITE PLAN

BOLLARD CONCRETE FOUNDATION, TYP. - SEE LF502 & ELECTRICAL PLANS

PROTECT EXISTING ELECTRICAL BUILDING TO REMAIN

NOTES

1. DIMENSIONS ARE TO FACE OF CURB UNLESS SPECIFIED OTHERWISE.

2. SEE CP101 - PAVING & JOINT LAYOUT PLAN FOR EXTENTS OF DIFFERENT CONCRETE

PAVEMENTS.

3. CONTRACTOR MUST CONFIRM FLOOR ELEVATIONS BEFORE STARTING DEMOLITION

WORK. REPORT ANY DISCREPANCIES TO COR.

KEYNOTES

N

0 10' 20'

SITE FURNISHINGS - SEE LF101

SCALE:1

SITE LAYOUT PLAN

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

PROPOSED BLDG 5

EXPANSION

PROPOSED

BLDG 5

EXPANSION

EX.

C-503

C-502

C-501

C-501

C-501

C-502

7'

DOWN

PROJECT CONSTRUCTION SIGN - SEE 4/LF501

SAFETY CONSTRUCTION SIGN - SEE 5/LF501

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

EX. BLDG 5

BLDG 28

EX. BLDG 5

EX. BLDG 5

EX. BLDG 5

CURB INLET

RIM = 1501.38

INV. = 1490.28

STMH

RIM = 1502.36

INV. = 1483.96

DOWN

DOWN

DO

W

N

DO

W

N

DOWN

TW = 1506.17

BW = 1504.09

PROVIDE

MINIMUM 1%

CROSS SLOPE

SEE GRADING

ENLARGEMENT

(LOWER RIGHT)

2.0%

7.0%

3:

5:1

1.0%

7.2%

2.5%

2.0

2.1%

0.8

TW = 1506.17

BW = 1498.37

TW = 1508.17

BW = 1499.48

2.0

2.0%

2.0%

7.

0%

RIM 1507.31

TW = 1506.17

BW = 1499.37

3.4

RIM 1501.93

7.

0%

RIM 1502.85

PG 1506.73

PG 1506.86

PG 1506.88

PG 1506.76

PG 1505.44

PG 1505.56

PG 1504.05

PG 1504.08

PG 1504.05

PG 1504.05

PG 1504.23

PG 1504.23

PG 1505.06

PG 1505.04

PG 1503.66

PG 1503.83

PG 1503.70

FFE 1505.48

PG 1505.51

PG 1502.46

PG 1502.45

PG 1504.58

PG 1504.72

PG 1503.54

PG 1503.83

PG 1505.45

PG 1505.51 PG 1505.45

PG 1505.41

PG 1505.41

PG 1502.53

PG 1502.53

PG 1502.12 ±

PG 1502.19 ±

PG 1502.07 ±

PG 1502.11 ±

PG 1502.14 ±

PG 1502.13 ±

PG 1502.05 ±

PG 1502.10 ±

RIM 1501.38

RIM 1502.36

PG 1499.48

PG 1499.48

PG 1499.48

PG 1502.93

PG 1503.08

PG 1505.23

PG 1505.06

PG 1506.56

PG 1506.68

PG 1505.34

PG 1505.41

EG 1502.47 ± EG 1502.71 ±

EG 1501.64 ±

EG 1501.77 ±

PG 1508.52 ±

PG 1508.39 ±

PG 1508.00 ±

PG 1507.97 ±

PG 1507.66 ±

15041503

2.0%

EOF 1504.02

PG 1499.37

GROUND FLOOR FFE = 1499.48

STAIR TOWER EXIT FFE = 1505.48

TW = 1508.17

BW = 1499.37

PG 1505.32

PG 1505.67

3.4

0.8

3.0%

2.0%

1.0%

1.1%

PG 1502.92

PG 1502.85

PG 1502.93

PG 1503.08

PG 1502.97

PG 1502.96

PG 1502.94

PG 1502.94

PG 1502.80

PG 1502.65

PG 1502.76

PG 1502.85

PG 1502.79

PG 1502.91

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 -g ra d.

dw eb ro dm ar kl d:

2/

/2

:3 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

GRADING PLAN

EB JD

CG101

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

PROPOSED RETAINING WALL

PROPOSED CONCRETE C&G

EXISTING FACE OF BUILDING

PROPOSED FACE OF BUILDING

N 0 10' 20'

0 5' 10'

1 GRADING ENLARGEMENT

1"=5'

SPOT ELEVATION KEY

PROPOSED GRADE

MATCH EXISTING GRADE

TOP OF CURB

FLOW LINE

FINISHED FLOOR ELEVATION

TOP OF WALL

BOTTOM OF WALL

RIM ELEVATION

PG

TC

FL

FFE

TW

BW

RIM

TAPER TO ZERO HEIGHT CURB. SEE DETAIL 3 / C-504

KEYNOTES

HEATED CONCRETE SIDEWALK - SEE CP101, DETAIL 4 / C-507, AND MECHANICAL

FFE = 1499.48

EOF

EOF

CONCRETE STAIRS #1 - SEE DETAIL 3 / C-503

CONCRETE STAIRS #2 - SEE DETAIL 1 / C-5024

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

EX. BLDG 5

BLDG 28

EX. BLDG 5

EX. BLDG 5

EX. BLDG 5

DOWN

DOWN

DO

W

N

DO

W

N

DOWN

1507 1504

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 -e ro s.

dw 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

EROSION

CONTROL PLAN

EB JD

CG102

N

0 10' 20'

NOTES:

1. CONCRETE WASHOUT AREA TO BE ESTABLISHED BY CONTRACTOR.

2. INSTALL TEMPORARY VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES ENTER FROM

PAVEMENT INTO CONSTRUCTION SITE. CONTRACTOR TO CLEAN PAVEMENTS OF SEDIMENTS AND MUD

THAT IS NOT CONTROLLED BY VEHICLE TRACKING.

3. TEMPORARY EROSION CONTROL DEVICES TO BE REMOVED BY CONTRACTOR WHEN SITE IS STABILIZED.

4. CONTRACTOR TO SEED, FERTILIZE, AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION WITH

NON-IRRIGATED SEED MIXES. SEE LANDSCAPE PLAN LP101.

5. SEDIMENT CONTROL WATTLE SHALL BE MADE FROM WEED-FREE STRAW, EXCELSIOR, COCONUT HUSK, OR YARD COMPOST.

6. INSTALL SEDIMENT FILTERING DEVICES AT STORM DRAIN INLETS. INLET PROTECTION SHALL BE A BMP

CONSISTING OF A FILTERING DEVICE PLACED IN THE MANHOLE THAT INCLUDES AN OVERFLOW

FEATURE THAT ALLOWS TO BMP TO DRAIN WHEN PLUGGED OR FULL AND PREVENTS PONDING AT THE

CURB INLETS. BASIS OF DESIGN IS FLEXSTORM INLET FILTERS.

EROSION CONTROL / STORM WATER POLLUTION CONTROL:

· THE CONTRACTOR IS NOT REQUIRED TO OBTAIN COVERAGE UNDER THE DEPARTMENT OF

ENVIRONMENT AND NATURAL RESOURCES GENERAL STORM WATER CONSTRUCTION PERMIT AS THE

PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND AREA. CONTACT SOUTH DAKOTA DENR AT

1-800-737-8678 FOR INFORMATION.

· THE CONTRACTOR SHALL ALSO COMPLY WITH ANY CITY OF SIOUX FALLS EROSION AND SEDIMENT

CONTROL REQUIREMENTS. CONTACT THE CITY OF SIOUX FALLS ENGINEERING DEPARTMENT AT

605-367-8601 FOR INFORMATION.

· THE CONTRACTOR SHALL NOT BEGIN ANY SURFACE REMOVAL OR EXCAVATION UNTIL EROSION

CONTROL MEASURES ARE IN PLACE FOR THE PHASE OF WORK BEING COMPLETED. EROSION CONTROL

MEASURES SHALL PROCEED IN AN ORDERLY AND PROGRESSIVE MANNER AHEAD OF EXCAVATION

WORK.

· THE CONTRACTOR IS ADVISED THAT SEVERAL AGENCIES INCLUDING THE OWNER HAVE THE

AUTHORITY TO “STOP WORK” IF THE POLLUTION PREVENTION CONTROL IS NOT IMPLEMENTED OR IS NOT EFFECTIVE IN PREVENTION OF ENVIRONMENTAL DAMAGE FROM CONSTRUCTION ACTIVITIES. NO

COMPENSATION WILL BE FORTHCOMING FOR “LOST TIME” DUE TO A “STOP WORK” ORDER.

· LOCATIONS FOR THE EROSION CONTROL MEASURES ARE RECOMMENDED ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE DEVICES AND LOCATIONS NECESSARY FOR EFFECTIVE POLLUTION CONTROL IN ACCORDANCE WITH CITY, STATE, AND FEDERAL POLLUTION

CONTROL REQUIREMENTS.

· ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED.

· THE CONTRACTOR SHALL FOLLOW THIS EROSION CONTROL PLAN TO ADDRESS POTENTIAL RUNOFF OF

SURFACE WATERS CONTAINING SEDIMENT TO WATERS OF THE STATE. THE CONTRACTOR IS

RESPONSIBLE FOR IMPLEMENTATION OF THIS PLAN. THIS PLAN, AS WELL AS IMPLEMENTATION, IS

DESIGNED TO MINIMIZE THESE IMPACTS AND ADDRESS POTENTIAL PROBLEMS.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO STORM SEWER, ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS

PROJECT.

· THE CONTRACTOR WILL BE REQUIRED TO FIND AN APPROPRIATE LOCATION FOR CONCRETE WASHOUT.

THE LOCATION WILL REQUIRE APPROPRIATE CONTAINMENT FOR THE WASHOUT OPERATIONS.

· THE CONTRACTOR, AND / OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO

PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHT OF WAYS.

· SILT FENCE AND/OR WATTLES SHALL BE INSTALLED AS SHOWN ON THE DRAWING. IN LOCATION(S) WHERE HEAVY SEDIMENT TRANSPORT IS EXPECTED, A DOUBLE LAYER OF SILT FENCE OR PYRAMID OF

WATTLES SHALL BE INSTALLED.

INSPECTION AND MAINTENANCE:

· THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL AND WATER POLLUTION CONTROL DEVICES

ONCE A WEEK AND WITHIN 24 HOURS OF EVERY RAINFALL GREATER THAN 1/2 INCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE, TO INCLUDE BUT NOT BE LIMITED TO: REPAIR, RESET, MUCKING, REPLACEMENT, OF ALL TEMPORARY EROSION CONTROL AND WATER POLLUTION CONTROL

DEVICES UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED AND THE PROJECT HAS BEEN

COMPLETED AND ACCEPTED. MAINTENANCE OF EROSION CONTROL AND WATER POLLUTION CONTROL

DEVICES SHALL BE INCIDENTAL AND CONSIDERED PART OF THE UNIT COST.

· CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE

SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL

OFF-SITE ROADS, WITHIN 24 HOURS OF DISCOVERY. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS

SHALL BE RELOCATED AS NECESSARY DEPENDENT UPON PHASING.

· ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME

NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOUR OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.

· TEMPORARY DRAINAGE DURING CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY.

CONTRACTOR SHALL BE AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES, AND SHALL PROVIDE FOR DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION. DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE OWNER.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED CONCRETE C&G

DRAINAGE ARROW

INLET PROTECTION (SEE SHEET C-506)

SILT FENCE (SEE SHEET C-506)

ROCK CONSTRUCTION ENTRANCE (SEE

SHEET C-506)

BIOROLL EROSION CONTROL

KEY NOTES

INSTALL & MAINTAIN SILT FENCE PERIMETER SEDIMENT PROTECTION IN

TURF AREAS. USE BIO-ROLLS AS NEEDED IN PAVED AREAS FOR PHASING

PURPOSES. SEE DETAIL 4 / C-506

INSTALL AND MAINTAIN INLET SEDIMENT PROTECTION. SEE DETAIL 3 / C-506

INSTALL TEMP ROCK ENTRANCE AT CONSTRUCTION INGRESS & EGRESS

LOCATION(S) PRIOR TO EXCAVATION & TO BE MAINTAINED THROUGHOUT

THE ENTIRE CONSTRUCTION PROCESS. SEE DETAIL 2 / C-506

AREAS WITH SLOPES 4:1 OR STEEPER TO HAVE EROSION CONTROL

BLANKET & SEED INSTALLED. SEE DETAIL 7 / C-506

SEDIMENT CONTROL WATTLE OR APPROVED EQUAL FOR EROSION

CONTROL OVER EXISTING PAVEMENT SURFACE. SEE DETAIL 5 / C-506

PROPOSED BLDG 5

EXPANSION

PROPOSED

BLDG 5

EXPANSION

EX.

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

DOWN

DO

W

N

DO

W

N

DOWN

Sign

CO

CO

OXYOXYOXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

OXY

NEW SAN MH-2

RIM 1502.09

INV 1491.62 (8" S)

INV 1491.72 (8" NE)

DOUBLE CLEANOUT

SEE MECH.

INV 1495.37 (6" SW)

DOUBLE CLEANOUT

SEE MECH.

INV 1494.48 (6" SW)

WATERMAIN TEE

GATE VALVE

NEW CB-203

RIM 1501.93

INV 1498.88 (8" NW)

61 LF 8" SAN

2.00%

LF

8" S

AN @

2.

5 LF 6" SAN @ 42.88%

2 LF 6" SAN @ 2.00%

25 LF 6" SAN @ 2.51%

47 LF 8" 8.00 '' PVC ST @ 2.00%

W/ (2) 45° BENDS

28 LF 8" ST @ 2.00%

W/ (2) 45° BENDS

2 LF 6" PVC WATER MAIN

17 LF 6" PVC WATER MAIN

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

12 LF 8" ST @ 2.00%

30 LF 8" 8 '' HDPE ST @ 1.00%

71 LF 8" 8 '' HDPE ST @ 1.00%

3 LF 8" 8 '' HDPE ST @ 157.93%

NEW CBMH-202

RIM 1498.67

INV 1497.95 (8" NE)

STUB 5.0' FROM

FACE OF BLDG

INV 1496.65 (8" SW)

6" PVC WYE

INV 1493.25 (8" SW)

INV 1493.25 (6" NE)

INV 1493.25 (6" E)

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% ±

STUB 5.0' FROM

FACE OF BLDG

INV 1496.44 (8" SW)

CROSSING PIPES TABLE

# PIPE 1 PIPE 2 SEPARATION NOTES

1 4" UNDERDRAIN

INV: 1490.46'

EX. 8" WATER MAIN

INV: 1495.42' 4.46' ASSUMED 7.5' COVER FOR EXISTING UTILITIES,

FIELD VERIFY LOCATION OF EX. WATER MAIN

2 6" SANITARY SEWER

INV: 1493.02'

EX. 8" WATER MAIN

INV: 1495.74' 2.22' ASSUMED 7.5' COVER FOR EXISTING UTILITIES,

FIELD VERIFY LOCATION OF EX. WATER MAIN

3 6" STORM SEWER

INV: 1493.03'

EX. 8" WATER MAIN

INV: 1495.18' 1.65' ASSUMED 7.5' COVER FOR EXISTING UTILITIES,

FIELD VERIFY LOCATION OF EX. WATER MAIN

4 8" STORM SEWER

INV: 1498.05'

EX. 8" WATER MAIN

INV: 1495.16' 2.22' ASSUMED 7.5' COVER FOR EXISTING UTILITIES,

FIELD VERIFY LOCATION OF EX. WATER MAIN

5 8" STORM SEWER

INV: 1497.77'

EX. 8" SANITARY SEWER

INV: 1493.73' 3.37' ASSUMED 7.5' COVER FOR EXISTING UTILITIES,

FIELD VERIFY LOCATION OF EX. SAN.

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 til .d w bb ra at en s av ed :5

/1 4/

:4

PM

lo t:5 /1

9/

:0

PM

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

UTILITY PLAN

EB AB

CU101

LEGEND

PROJECT LIMITS

CROSSING PIPE ID

EX. WATER MAIN

EX. SANITARY SEWER

EX. STORM SEWER

EX. UNDERGROUND ELECTRIC

PROPOSED DUCT BANK, - SEE ELECTRICAL

PROPOSED OXYGEN LINE

PROPOSED WATER MAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED STORM DRAINTILE

UTILITY NOTES:

1. ASSUMED 7.5' COVER FOR EXISTING SANITARY SEWER & WATERMAIN UTILITIES WHERE DEPTH IS UNKNOWN.

CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING UTILITIES AT CROSSING AREAS

PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER/COR OF ANY DISCREPANCIES.

2. CONTRACTOR TO ENSURE CONCRETE REMAINS BELOW BOTTOM FLANGE OF FIRE HYDRANT. CONTRACTOR TO ENSURE FIRE HYDRANT DRAIN IS NOT BLOCKED BY CONCRETE BOLLARD FOUNDATION. ROTATE FIRE HYDRANT HEAD AS NECESSARY TO ALLOW EMERGENCY ACCESS BETWEEN BOLLARDS. CONTRACTOR SHALL CONFIRM

LOCATION OF BOLLARDS AROUND FIRE HYDRANT WITH COR PRIOR TO PLACEMENT.

3. CONNECT OXYGEN LINE TO MANIFOLD AT BULK TANK (FIELD VERIFY LOCATION). REFER TO BULK TANK MANUFACTURER'S INSTRUCTIONS FOR CONNECTION. MINIMIZE OXYGEN SERVICE SHUTDOWN (MAX. 2 HOURS), COORDINATE WITH COR. REFER TO MECHANICAL FOR TESTING AND SPECIFICATIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR PROVIDING ALL FITTINGS AND PROVIDING CONNECTION TO THE MANIFOLD.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FITTINGS AND PROVIDING CONNECTION TO THE

MANIFOLD.

5. DRAIN VALVES MUST BE PROVIDED AT LOW POINTS IN OXYGEN LINE ENCASEMENT.

OXY

KEYNOTES

LOWER RIM & CORE DRILL EXISTING MANHOLE

WET TAP EXISTING WATER MAIN

N 0 10' 20'

EX STMH-201

RIM = 1501.38

INV = 1490.28 (SE)

INV = 1490.28 (NW)

EX SAN MH-1

EX RIM = 1501.94

NEW RIM = 1501.94

NEW INV = 1490.40 (N)

EX INV = 1490.3± (NE)

EX INV = 1490.3± (SE)

EX INV = 1490.3± (S)

EX STMH-101

RIM = 1502.24

EX INV = 1483.9± (NE)

EX INV = 1490.2± (SE)

EX INV = N/A (SW)

EX INV = 1483.9± (N)

NEW INV = 1490.39 (SE)

DEFLECT OXYGEN LINE TO MAINTAIN 1' CLEARANCE BETWEEN UTILITIES

INV = 1495.92 (6" NE)

INV = 1490.89 (SE)

INV = 1490.89 (NW)

EX. BLDG 5

NEW BUILDING 5

EXPANSION

EX. BLDG 5

BLDG 24

BLDG 28

EX. BLDG 5

STUB 5.0' FROM PROPOSED FACE OF BLDG FOR CONNECTION TO

PROPOSED UNDERDRAIN SYSTEM

TRENCH DRAIN ALONG

BASE OF WALL

RIM = 1498.84

(SEE DETAIL 1 / C-506)

8" STUB FOR

CONNECTION TO

TRENCH DRAIN

@ INV = 1498.00

NEW STMH-103

RIM = 1502.85

INV = 1497.66 (8" S) - TRENCH DRAIN CONNECTION

INV = 1495.81 (8" NW)

EX STMH-102

EX RIM = 1507.59

NEW RIM = 1507.31

NEW INV = 1495.39 (8" SE)

EX. INV = 1484.9± (SW)

EX INV = N/A (E)

EX INV = N/A (NE)

EX INV = N/A (N)

EX SAN MH-4

RIM = 1508.47

INV = 1494.22 (N)

INV = N/A (E)

INV = 1494.47 (W)

INSTALL PROPOSED OXYGEN LINE

TO EXISTING CONCRETE PAD

(SEE DETAIL 6 / C-506). SEE MECHANICAL

PLANS FOR CONNECTION TO

BULK OXYGEN TANKS.

EX SAN MH-3

RIM = 1502.13

INV = 1494.0± (NE)

INV = 1493.9± (SW)

5 STUB TO CONNECT TO TRENCH DRAIN IN HEATED CONCRETE SLAB

SEE ARCHITECTURE AND MECHANICAL

6 SEE ELECTRICAL FOR DUCT BANK DETAILS & ROUTING.

COORDINATE ELECTRICAL DUCT BANK ELEVATION WITH ADJACENT

& CROSSING UTILITIES

3 ADDENDUM #3 5/20/2025

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

SA

N

M H

RI

M

1.

IN

V.

S

0.

CU

RB

IN

LE

T

RI

M

1.

IN

V.

0.

28ST

M

H

RI

M

2.

IN

V.

3.

DOWN

CO

CO

OXY

OXY

EX

. 1

LF

8"

P

VC

S

AN

3.

0%

EX

. 1

L

F

ST

.5 4%

61 LF 8" PVC SAN @ 2.50%

5 LF 6" PVC SAN @ 42.88%

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" - 45° PVC BENDS

25 LF 6" PVC SAN @ 2.51%

6" - 45° PVC BEND

5.0'

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

-0+10

.7

.8

0+00

.2

.2

0+10

.9

.0

0+20

.8

.8

0+30

.7

.7

0+40

.6

.6

0+50

.6

.6

0+60

.4

.4

0+70

.6

.7

0+80

.5

.5

0+90

.5

.5

1+00

.3

.4

1+10

.1

.2

1+20

.0

.0

1+30 1+40

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

61 LF 8" 8.00 '' PVC SAN @ 2.50%

6" P

VC

W

YE

ST

A 0+

.8

IN

V

.2

(S

W

IN

V

.2

(N E)

IN

V

.2

(E

5 LF 6" 6.00 '' PVC SAN @ 42.88%

STA 0+11.57

PROPOSED IRRIGATION

STA 0+12.99

PROPOSED POWER LINE

STA 0+18.25

EXISTING 8" WATER LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

STA 0+27.45

EXISTING 10" HDPE STORM SEWER

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

STA 0+08.19

4" PVC UNDERDRAIN

INV. ELEV. = 1490.69

STA 1+14.51

EXISTING COMMUNICATIONS LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATIONSTA 0+63.62

EXISTING ELECTRIC LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

D O

U

BL

E C

LE

AN

O U

T

ST

A 0+

.0

EX

. S

AN

M

H -1

ST

A

1+

.7 5, .0

0' T

R

IM

1.

IN

V

.4

(N

IN

V

.3

SE

E

N O

TE

N

EW

S

AN

M H

-2

ST

A 0+

.9

5, .0 0'

T R

IM

2.

IN

V

.6

(S

IN

V

.7

(N

E)

(E X)

IN

V

.3

(N E)

(E X)

IN

V

.3

(S E)

(E X)

IN

V

.3

(S

SEE NOTE #1

SEE NOTE #5

BUILDING

FOUNDATION

PROPOSED

GRADE

EXISTING

GRADE

SEE NOTE #6

CONNECT TO EXISTING

MANHOLE, RESHAPE MANHOLE

INVERT FOR PROPOSED MAIN

- SEE 2/C-505 AND 3/C-507

DOUBLE CLEAN OUT

- SEE MECHANICAL

6" PVC PLUG

STA. 0+05.00

INV = 1493.37

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1+60 1+70 1+80 1+90

.0

.1

2+00

.6

.6

2+10

.3

.3

2+20

.2

.3

2+30 2+40 2+50 2+60

1 LF 6" SAN @ 43.33%

2 LF 6" SAN @ 2.00%

19 LF 6" SAN @ 2.51%

3 LF 6" SAN @ 2.00%

STA 2+28.19

4" PVC UNDERDRAIN

INV. ELEV. = 1490.70

(2) 45 DEGREE BENDS

STA 2+07.00

STA 2+09.00

DOUBLE CLEANOUT

STA 2+06.00

CLEANOUT

STA 2+27.48, 0.00' T

INV 1493.31 (W)

INV 1493.31 (SE)

6" PVC WYE

STA 2+30.46

INV 1493.25 (SW)

INV 1493.25 (NE)

INV 1493.25 (E)

INV 1493.83

(SEE NOTE 3)

(SEE NOTE 3)

PROPOSED

GRADE

EXISTING

GRADE

DOUBLE CLEAN OUT

- SEE MECHANICAL

STA. 2+05.00

6" PVC PLUG

INV = 1493.85

STA. 2+26.00

6" PVC 45° BEND

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

SANITARY SEWER

PLAN AND PROFILE

EB AB

CU103

PROFILE VIEW OF SANITARY SEWER #1 PROFILE VIEW OF SANITARY SEWER #2

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 2/C-505 FOR MANHOLE DETAIL.

3. SEE MECHANICAL FOR CLEAN OUT DETAIL.

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

UTILITIES PRIOR TO CONSTRUCTION OF THE PROPOSED UTILITY AND ORDERING MATERIALS

5. MAINTAIN A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN SANITARY AND STORM SEWER.

6. CONTRACTOR MAY REVISE SLOPE OF SANITARY SERVICE FROM BUILDING TO MANHOLE TO

MAINTAIN CLEARANCES SHOWN IN NOTE 1 AND NOTE 5. MAINTAIN A MINIMUM OF 2% SLOPE

ON ALL SANITARY SEWER SERVICE AND MAINS OUTSIDE OF BUILDING.

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

8. CONTRACTOR IS RESPONSIBLE FOR ALL BYPASS PUMPING IN ACCORDANCE WITH CITY OF

SIOUX FALLS REQUIREMENTS WHICH INCLUDES A BYPASS PUMPING PLAN.

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

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

CROSSING 8" WATER MAIN

X

EX. BLDG 5

NEW BUILDING 5

EXPANSION

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

EX. 120 LF - 8

" P

VC SAN @

3.0%±

EX. 1

LF

S

T @ 0.

NEW CB-203

47 LF 8" PVC ST @ 2.00%

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

NEW CB-203NEW CB-203

CBMH-202

(2) 6" - 45° PVC BENDS

1485.5

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1485.5

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

2+40

.6

.0

2+50

.1

.7

2+60

.2

.3

2+70

.4

.5

2+80 2+90 3+00

STA 2+58.19

4" PVC UNDERDRAIN

INV. ELEV. = 1491.08

STA 2+76.72

EXISTING 8" WATER LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

SEE NOTE #4

STA 2+66.3 - STA 2+80.9

ENCASE 14.6 LF OF PVC PIPE IN

FLOWABLE FILL - SEE 7/C-507

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

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

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

N

EW

C

BM

H -2

ST

A 2+

.8

1, .0 0'

T R

IM

2.

IN

V

.1

(N

E)

STA 2+61.53

PROPOSED POWER LINE

5.0'

SEE NOTE #1

ST

A

2+

.7

N

EW

C

BM

H -2

TY

PE

B

IN

LE

T

- S

EE

/C -5

R

IM

E

LE

V.

2.

IN

V

EL

EV

. 1 0"

H D

PE

I

N (S

E)

0.

IN

V

EL

EV

. 6

" P

VC

I N

(N E)

4.

IN

V

EL

EV

. 8 " P

VC

I

N (N

E)

6.

IN

V

EL

EV

. 1

0" H

D

PE

O U

T (N

W

0.

SEE NOTE #9

PROPOSED

GRADE

EXISTING

GRADE

(2) 6" - 45°

PVC BENDS

INSTALL 6" PVC PLUG

5.0' FROM FACE OF

BLDG @ INV = 1494.96

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

1485.0

1487.5

1490.0

1492.5

1495.0

1497.5

1500.0

1502.5

1505.0

1507.5

1510.0

4+80 4+90

.9

.1

5+00

.0

.0

5+10

.5

.1

5+20

.8

.1

5+30

.8

.0

5+40 5+50 5+60 5+70 5+80 5+90

STA 5+36.52

EXISTING COMMUNICATIONS LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

STA 5+12.08

EXISTING SANITARY SERVICE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

STA 5+48.14

EXISTING 8" WATER LINE

CONTRACTOR TO VERIFY

DEPTH AND LOCATION

SEE NOTE #4

STA 5+37.8 - STA 5+52.2

ENCASE 14.4 LF OF PVC PIPE IN

FLOWABLE FILL - SEE 7/C-507

N

EW

C B-

ST

A

5+

.9 9, .0

0' R

T R

IM

1.

IN

V

.8

(N

W

36 LF 8" 8.00 '' PVC ST @ 2.00%

4 LF 8" 8.00 '' PVC ST @ 1.98%

7 LF 8" 8.00 '' PVC ST @ 2.01%

N

EW

C

BM

H -2

ST

A 5+

.6

8, .0 0'

T R

IM

2.

IN

V

.9

(N

E)

ST

A

5+

.3

- 0 .0

0' R

" I

N

LI

N E

D R

AI

N

SE

E 6/

C -5

R

IM

E

LE

V.

1.

IN

V

EL

EV

. 8 " P

VC

O

U T

(N W

7.

ST

A

5+

.0

- 0 .7

5' R

N

EW

C

BM

H -2

TY

PE

B

IN

LE

T

- S

EE

/C -5

R

IM

E

LE

V.

2.

IN

V

EL

EV

. 1 0"

H D

PE

I

N (S

E)

0.

IN

V

EL

EV

. 6

" P

VC

I N

(N E)

4.

IN

V

EL

EV

. 8 " P

VC

I

N (N

E)

6.

IN

V

EL

EV

. 1

0" H

D

PE

O U

T (N

W

0.

SEE NOTE #9

PROPOSED

GRADE

EXISTING

GRADE

(2) 8" - 45° PVC BENDS

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

STORM SEWER PLAN

AND PROFILE

EB AB

CU104

PROFILE VIEW OF STORM SEWER #1

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 2/C-505 FOR MANHOLE DETAIL.

3. SEE MECHANICAL FOR CLEAN OUT DETAIL.

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

TO CONSTRUCTION OF THE PROPOSED UTILITY AND ORDERING MATERIALS

5. MAINTAIN A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN SANITARY AND STORM SEWER.

6. CONTRACTOR MAY REVISE SLOPE OF SANITARY SERVICE FROM BUILDING TO MANHOLE TO MAINTAIN

CLEARANCES SHOWN IN NOTE 1 AND NOTE 5. MAINTAIN A MINIMUM OF 2% SLOPE ON ALL SANITARY

SEWER SERVICE AND MAINS OUTSIDE OF BUILDING.

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

8. CONTRACTOR IS RESPONSIBLE FOR ALL BYPASS PUMPING IN ACCORDANCE WITH CITY OF SIOUX

FALLS REQUIREMENTS WHICH INCLUDES A BYPASS PUMPING PLAN.

9. ELEVATIONS OF PROPOSED STORM SEWER INLET ARE APPROXIMATE AND ARE BASED ON OWNER'S

BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY EXACT LOCATION, DEPTH, AND SIZE OF

EXISTING STORM SEWER. CONNECT EXISTING PIPING TO PROPOSED INLET BOX.

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

PROFILE VIEW OF STORM SEWER #3

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

CROSSING 8" SANITARY

CROSSING 8" WATER MAIN

CROSSING 8" WATER MAIN

EX. BLDG 5

EX. BLDG 5

6" PVC STORM STUB

5.0' FROM BLDG

INV. = 1494.96

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

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 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

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

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

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:

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\1

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2/

/2

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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

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

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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

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…