Civil Merged - Addendum 4.pdf

G A

R F

I E

L D

V E

N U

E

G A

R F

I E

E

N U

E

REFER TO NOTE 2 FOR

DECOMMISSIONING STEAM PIPING

PRIOR TO DEMOLITION.

REFER TO NOTE 2 FOR

DECOMMISSIONING STEAM PIPING

PRIOR TO DEMOLITION.

EXISTING STEAM VAULTS TO REMAIN.

REFER TO NOTE 11.

REFER TO NOTE 13.

N

SCALE: 1" = 20'

0 50 100

CD101

CIVIL EXISTING CONDITIONS/

DEMOLITION PLAN

NOTES

1. REFER TO DRAWING C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL (PL101, PL201), AND ELECTRICAL

(ED101) DEMOLITION DRAWINGS.

3. REMOVE AND DISPOSE OF PAVEMENT TO THE LIMITS REQUIRED FOR THE INSTALLATION OF

NEW WORK.

4. ALL PAVEMENT SHALL BE SAWCUT TO ALLOW THE BACKFILL TO BE COMPACTED AND

PAVEMENT PATCHED AS PER THE SPECIFICATIONS AND SITE DETAILS.

5. REMOVE AND DISPOSE OF CONCRETE SIDEWALKS TO THE LIMITS REQUIRED FOR NEW

WORK.

6. PROTECT TREES TO REMAIN WITHIN THE LIMIT OF WORK UNLESS NOTED OTHERWISE.

7. PROTECT EXISTING UTILITIES IN PLACE. IF CONFLICT SUBMIT RFI TO VA COR TO DETERMINE

AN ALTERNATE SOLUTION.

8. SOIL MAY BE STOCKPILED FOR FUTURE RE-USE AS BACKFILL ONLY. SURPLUS SOIL SHALL

BE REMOVED AND DISPOSED.

9. REMOVE AND DISPOSE OF TOPSOIL.

10. REPAIR AFFECTED UTILITIES TO ALLOW FOR CONTINUED USE.

11. RELOCATE NATURAL GAS PIPELINE PRIOR TO EXCAVATING FOR UNDERGROUND TANKS.

12. PROTECT FIXTURES (I.E. EXISTING LIGHT POLES, FIRE HYDRANTS, AND SIGNS) TO REMAIN IN

PLACE WITHIN THE LIMIT OF WORK UNLESS NOTED OTHERWISE. THE CONTRACTOR IS

RESPONSIBLE FOR REPLACEMENT OR REPAIR OF FIXTURES SHOULD THEY BE DAMAGED

DURING CONSTRUCTION.

13. UTILITY LOCATIONS WITHIN THIS LOCATION WERE BEYOND THE SCOPE OF SURVEY.

CONTRACTOR TO VERIFY ALL UTILITIES IN FIELD.

KEY NOTES

1. REMOVE AND DISPOSE OF CONCRETE PAVEMENT.

2. REMOVE AND DISPOSE OF CURB.

3. REMOVE AND DISPOSE OF CONCRETE PAD.

4. REMOVE AND DISPOSE OF TREE.

5. NOT USED ON THIS SHEET.

6. REMOVE AND DISPOSE STORM INLET AND PIPING. SEE NOTE 10.

7. STEAM PIPELINE TO REMAIN ACTIVE UNTIL NEW STEAM LINE IS INSTALLED. EXISTING LINE

TO BE CAPPED IN PLACE ONCE NEW STEAM LINE IS INSTALLED AND ACTIVE.

8. REMOVE AND DISPOSE PORTION OF WATER PIPELINE. SEE NOTE 10.

9. REMOVE SIGN AND RETURN TO OWNER.

10. REMOVE PARKING LOT LIGHTS AND RETURN TO OWNER.

11. REMOVE BOLLARD AND RETURN TO OWNER.

12. REMOVE AND DISPOSE OF ELECTRICAL DUCT BANK. REFER TO CU101 FOR PHASING OF

DEMOLITION.

13. REMOVE AND DISPOSE OF COMMUNICATION LINE. REFER TO NOTE 2.

Scale: 1" = 20'

CIVIL EXISTING CONDITIONS/DEMOLITION PLAN

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

100% CONSTRUCTION DOCUMENT SUBMISSION

08-09-2024

RBB EG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

MATCHLINE SHEET CD102

MATCHLINE SHEET CD102

REFER

TO

NOTE

12.

1 ADDENDUM 1

08-09-2024

2 ADDENDUM 2 (NO CHANGES TO THIS SHEET) 09-12-2024

3 ADDENDUM 3 01-17-2025

4 ADDENDUM 4 02-10-2025

EXISTING COMMUNICATION TO REMAIN

IN PLACE. SEE NOTES 2 AND 7.

DRAIN PIPELINE WEST OF BOILER PLANT

0+00 1+00 1+75

N E

W

D

R A

I N

M

N

H O

L E

WATER MAIN

6" PVC ROOF DRAIN

INV=1487.5±

6" PVC SEWER SERVICE

INV=1478.7±

P

C

R

A

S

MATCH EXISTING

INV=1480.8±

MATCH EXISTING

INV=1482.6±

P

R

A

S

INV=1482.1±

R I M

6" FLOOR SLAB

E X

I S

T I N

G

S

T E

U

T

E

X

I S

T

I N

G

G

R

A

D

E

ROAD

EXISTING STEAM PIPE ZONE

WEST OF PROPOSED BOILER PLANT

2'' GAS

PLASTIC

STEAM PIPELINE IN TUNNEL

0+00 1+00 2+00 3+00

EXISTING STEAM VAULT 4

CONCRETE

PARKING

LOT

PROPOSED BOILER PLANT

FFE = 1493.0±

N E

W

S

T E

U

E

A S

T

SOFT WATER. REFER TO PLUMBING

DRAWINGS FOR CONTINUATION INSIDE NEW TUNNEL.

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BOILER PLANT.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

UTILITY TUNNEL

STEAM VAULT

REFER TO STRUCTURAL DRAWINGS

FOR STEAM VAULT CONNECTION WITH

EXISTING VAULT.

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONNECTIONS AND CONTINUATION

INSIDE EXISTING AND NEW VAULTS

REFER TO MECHANICAL DRAWINGS FOR

DEMOLITION OF EXISTING STEAM PIPING.

M E

D I U

M

V

O L T

A G

E

D U

B

N

K

R E

L O

C A

T E

D

W

A T

E R

R E

L O

C A

T E

D

C

O M

M

BASE &

FOOTING

C

L

E

A

R

A

N

C

H

D P

E

W

A T

E R

C O

M M

D

U C

T

B

A N

K

PROPOSED GRADE

HPS AND CPS. REFER TO MECHANICAL

DRAWINGS FOR PIPING CONNECTIONS AND

CONTINUATION INSIDE NEW TUNNEL.

PROPOSED GRADE

REFER TO STRUCTURAL DETAIL F5 ON SB302.

REFER TO STRUCTURAL DETAIL F1 ON SB302.

UTILITY TUNNEL

REFER TO STRUCTURAL DRAWINGS

FOR UTILITY TUNNEL CONSTRUCTION,

CONNECTION WITH EXISTING TUNNEL,

AND PROPOSED BOILER PLANT

FOUNDATION

PROPANE STORAGE ROOM

FOOTING

WATER MAIN EAST SIDE OF BOILER PLANT

0+00 1+00 1+75

PROPOSED GRADE

8" PVC WATER MAIN

PROPOSED

BOILER PLANT

E L E

C T

R

IC

A L C

O N

D U

IT

COMMUNICATION CONDUIT

WATER PIPELINE FROM

STORAGE TANKS

FUEL PIPELINE FROM

STORAGE TANKS

NATURAL GAS SERVICE

0+00 1+00 2+00 3+00

P

T

U

R

S

P

P

E

L

I N

E

6" FLOOR SLAB

FOOTING

PROPOSED BOILER PLANT

FFE = 1493.0±

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BOILER PLANT.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

12'' DRAIN

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BUILDING 19.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

C

O

M

M

U

N

I C

A

T

I O

N

D

U

I T

MEDIUM VOLTAGE ELECTRIC

0+00 1+00 2+00

C O

M M

D

U C

T

B

A N

K

N E

W

S

T E

U N

N E

L

N E

W

J U

N C

T I O

N

B O

X

N

O

FP

FP

WATER

WATER

PROPOSED

WALKWAY

PROPOSED

WALKWAY

F O

O T

I N

G

M

E

D

I

L

T

A

B

N

K

CLEARANCE

0.5' MIN

SCALE: 1" = 20'

0 50 100

CJ301

CIVIL UTILITY PROFILE

NOTES

1. REFER TO DRAWING C001 FOR CIVIL LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

2. REFER TO CS101 FOR ALIGNMENT.

3. EXISTING PIPE SIZES OBTAINED FROM TOPOGRAPHIC SURVEY

CONDUCTED BY HONOR ENGINEERING IN NOVEMBER 2022,

UTILITY LOCATING CONDUCTED IN NOVEMBER 2022, AND

V.A.M.R.O.C. SITE PLAN DRAWING TITLED UTILITY MAP STEAM/GAS

DATED JUNE 2007 STEAM GAS DRAWING PROVIDED BY THE VA.

4. EXISTING UTILITIES TO REMAIN SHALL BE SUPPORTED AND

PROTECTED IN PLACE.

5. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY

AND WERE COMPILED ACCORDING TO AVAILABLE RECORD PLANS

FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES.

ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING

BACKFILLING, GRADING, PAVEMENT RESTORATION OR

REPAIRING: ALL UTILITY COMPANIES, PUBLIC & PRIVATE MUST BE

NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT

SHOWN ON THIS PLAN. MABBETT ASSUMES NO RESPONSIBILITY

FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED

OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE

APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE

CONSULTED. CALL SOUTH DAKOTA ONE CALL AT 811.

6. WATER MAIN TO BE INSTALLED 6-FEET BELOW FINISH GROUND

SURFACE TO COMPLY WITH SECTION 5.26 OF THE VA DESIGN

MANUAL.

7. WATER MAIN TO BE INSTALLED AT LEAST 18-INCHES ABOVE

EXISTING SEWER SERVICE PER SECTION 5.2.9 OF THE VA DESIGN

MANUAL.

Scale: H:1" = 20'; V:1"=2'

C1

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

100% CONSTRUCTION DOCUMENT SUBMISSION

08-09-2024

RBB EG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

Scale: H:1" = 20'; V:1"=2'

F1

Scale: H:1" = 20'; V:1"=2'

C3

Scale: H:1" = 20'; V:1"=2'

C4

1 ADDENDUM 1 (NO CHANGES TO THIS SHEET) 08-09-2024

2 ADDENDUM 2 (NO CHANGES TO THIS SHEET) 09-12-2024

3 ADDENDUM 3 01-17-2025

Scale: H:1" = 20'; V:1"=2'

C7

4 ADDENDUM 4 02-10-2025

NTS

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED 30-FEET APART OR WHERE SIDEWALK ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2.

'' BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL

EXTEND THE FULL DEPTH OF THE CONCRETE.

3. FORMED EXPANSION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A

" RADIUS.

4. CONTROL JOINTS SHALL BE

" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF

SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A

FINE BRUSH IN A TRANSVERSE DIRECTION.

6.

" DEEP CONTROL JOINTS (TYP.) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

7. T = THICKNESS OF PAVEMENT

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

M

I N

NTS

NOTES:

1. PAVEMENT TO BE AT MINIMUM 7'' OF PORTLAND CEMENT CONCRETE WITH AT MINIMUM

8'' OF AGGREGATE BASE COURSE. THE THICKNESS OF THE AGGREGATE BASE COURSE

MAY NEED TO BE INCREASED IF POOR SUBGRADE AND WEATHER CONDITIONS ARE

ENCOUNTERED DURING CONSTRUCTION.

2. CONCRETE PAVEMENT SHALL MEET THE MINIMUM REQUIREMENTS OF SDDOT

STANDARD SPECIFICATIONS SECTION 380.

3. MINIMUM COMPRESSIVE STRENGTH FOR PORTLAND CEMENT CONCRETE PAVING

SHALL BE 4,000 PSI AT 28 DAYS (SECTION 8.11.2 OF THE CITY OF SIOUX FALLS

ENGINEERING DESIGN STANDARDS FOR PUBLIC IMPROVEMENTS).

NOTES:

1. ON PCC PAVEMENT A KEYWAY LONGITUDINAL JOINT WITH TIE BARS SHALL BE USED

WHEN CURB AND GUTTER IS POURED SEPARATELY.

2. CURB AND GUTTER SHALL BE CONSTRUCTED USING M-6 CONCRETE UNLESS

MONOLITHICALLY CONSTRUCTED WITH THE ADJACENT PAVEMENT. IN MONOLITHIC

PAVING, CONCRETE MIX FOR THE CURB AND GUTTER MAY BE THE SAME AS THE

ADJACENT CONCRETE PAVEMENT.

3. THE CURB TRANSITION LENGTH AT ADA CURB RAMPS WILL BE DEPENDENT ON THE

TYPE OF CURB RAMP BEING INSTALLED. THE PLANS SHOULD CALL OUT THE LENGTH

OF THE TRANSITIONS.

NTS

PLAN

SECTION

WATER FLOW

AREA TO BE PROTECTED

WORK AREA

12''

MIN.

NOTES:

1. FILTER MEDIA MAY BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

2% MAX

WORK AREA

COMPOST SOCKS (8'')

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

COMPOST SOCKS (8'')

AREA TO BE PROTECTED

'' R. (TYP.)

EXPANSION JOINT WITH

'' BITUMINOUS JOINT FILLER

CONTROL JOINT

WIDE AND DEEP

SAWCUT OR TOOLED

M6 CEMENT

CONCRETE

8" GRAVEL

BORROW

3/

NTS

NTS

NTS

NTS

CATCHBASIN

GRATE

POLYPROPYLENE

BOOT

CATCHBASIN

FRAME

OPTIONAL

OVERFLOW

DUMP STRAPS

EXPANSION RESTRAINT

" NYLON ROPE 2"

FLAT WASHERS)

DUMP STRAPS

SILT SACK

CATCHBASIN GRATE

NOTES:

1. INSPECT AT MINIMUM WEEKLY OR AFTER RAIN EVENT.

2. MAINTAIN AS NECESSARY.

3. REPLACE SILT SACKS ONCE THE BAG IS FILLED HALF WAY WITH DEBRIS.

4. DO NOT EMPTY SILT SACK CONTENTS INTO CATCH BASIN.

NTS

NOTE:

1. REFER TO PLAN FOR SPACING AND PLACEMENT.

1'-9" ±

PARKING STALL

9'-0''

TYP.

T Y

P

NOTES:

1. ALL PAINT MARKINGS SHALL BE THE COLOR WHITE.

4'' TYP.

NTS

3000 PSI CONCRETE

Y

P

NTS

NOTES:

1. ONCE THE SITE IS ESTABLISHED WHERE TRACKOUT CONTROL SYSTEM IS TO BE PLACED, ANY EXCESSIVE UNEVEN TERRAIN SHOULD BE

LEVELED OUT OR REMOVED SUCH AS LARGE ROCKS, LANDSCAPING MATERIALS, OR SUDDEN ABRUPT CHANGES IN ELEVATION.

2. THE INDIVIDUAL MATS CAN START TO BE PLACED INTO POSITION. THE FIRST MAT SHOULD BE PLACED NEXT TO THE CLOSEST POINT OF

EGRESS. THIS WILL ENSURE THAT THE VEHICLE WILL EXIT STRAIGHT FROM THE SITE ONTO THE PAVED SURFACE.

3. AFTER THE FIRST MAT IS PLACED DOWN IN THE PROPER LOCATION, MATS SHOULD BE ANCHORED TO PREVENT THE POTENTIAL MOVEMENT

WHILE THE ADJOINING MATS ARE INSTALLED. ANCHORS SHOULD BE PLACED AT EVERY ANCHOR POINT (IF FEASIBLE) TO HELP MAINTAIN THE

MAT IN ITS CURRENT POSITION.

4. AFTER THE FIRST MAT IS ANCHORED IN ITS PROPER PLACE, AN H BRACKET SHOULD BE PLACED AT THE END OF THE FIRST MAT BEFORE

ANOTHER MAT IS PLACED ADJACENT TO THE FIRST MAT.

5. ONCE THE SECOND MAT IS PLACED ADJACENT TO THE FIRST MAT, MAKE SURE THE H BRACKET IS CORRECTLY SITUATED BETWEEN THE TWO

MATS, AND SLIDE MATS TOGETHER.

6. NEXT THE CONNECTOR STRAPS SHOULD BE INSTALLED TO CONNECT THE TWO MATS TOGETHER.

7. UPON PLACEMENT OF EACH NEW MAT IN THE SYSTEM, THAT MAT SHOULD BE ANCHORED AT EVERY ANCHOR POINT TO HELP STABILIZE THE

MAT AND ENSURE THE SYSTEM IS CONTINUOUS WITH NO GAPS IN BETWEEN THE MATS.

8. SUCCESSIVE MATS CAN THEN BE PLACED TO CREATE THE TRACKOUT CONTROL SYSTEM REPEATING THE ABOVE STEPS.

ROAD

PROJECT

LOCATION

USE AND MAINTENANCE

1. VEHICLES SHOULD TRAVEL DOWN THE LENGTH OF THE

TRACKOUT CONTROL SYSTEM AND NOT CUT ACROSS

THE MATS.

2. DRIVERS SHOULD TURN THE WHEEL OF THEIR VEHICLES

SUCH THAT THE VEHICLE WILL MAKE A SHALLOW S-TURN

ROUTE DOWN THE LENGTH OF THE TRACKOUT CONTROL

SYSTEM.

3. MATS SHOULD BE CLEANED ONCE THE VOIDS BETWEEN

THE PYRAMIDS BECOME FULL OF SEDIMENT. TYPICALLY

THIS WILL NEED TO BE PERFORMED WITHIN TWO WEEKS

AFTER A STORM EVENT. BRUSHING IS THE PREFERRED

METHOD OF CLEANING, EITHER MANUALLY OR

MECHANICALLY.

4. THE USE OF ICE MELT, ROCK SALT, SNOW MELT, DE-ICER,

ETC. SHOULD BE UTILIZED AS NECESSARY DURING THE

WINTER MONTHS AND AFTER A SNOW EVENT TO

PREVENT ICE BUILDUP.

TRACKOUT CONTROL

SYSTEM MAT

ANCHOR

POINT

ANCHOR

POINT

6"

30"

T

= THICKNESS SHALL

BE EQUAL TO

THE DEPTH OF THE

ADJACENT

PAVEMENT BUT NOT

LESS THAN 6"

T

= T

-7/8"

2"

20"

22"

10"

1/2" RADIUS

FLOWLINE

T

T

1/2" RADIUS

3" RADIUS

2.0% SLOPE

9"9"

MIN. PATCH WIDTH 4'-0"

1 1/4" EPOXY COATED DEFORMED BAR - 18" LONG

1 1/4" EPOXY COATED SMOOTH BAR - 18" LONG

SPACING AT EACH COLD JOINT

PAVEMENT EDGE

FULL-DEPTH

SEVERANCE

WITH A SAW BLADE

8" SCARIFIFICATION AND

RECOMPACTION OF SUBGRADE

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

NTS

RUNOFF

WATER

WITH

SEDIMENT

OVERFLOW

CURB

INLET

NOTES:

1. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE

PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE

OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.

2. ALTERNATE DESIGN COULD UTILIZE GRAVEL FILLED BAGS.

3. FILTER FABRIC SHALL CONFORM TO SECTION 831 OF SDDOT STANDARD

SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION.

GUTTER

2" x 4" WOOD STUD

CURB INLET

WIRE SCREEN

FILTER FABRIC

CONCRETE BLOCKS

FILTER FABRIC

WIRE MESH

FILTERED WATER

2" x 4" WOOD STUD

7'-0''

TYP.

T Y

P

GRAVEL (GRADED

GRAVEL WITH

1.5'' MAX.

AGGREGATE SIZE)

NTS

50'-0'' MIN.

12"

PIPE BEDDING

MATERIAL TO

BE HAND

TAMPED OR

SHOVEL SLICED

AROUND

HAUNCHES.

UNDISTURBED SOIL FOR BASE

(SEE NOTE 1)

HAUNCHING &

BEDDING

B =OUTSIDE DIAMETER

OF PIPE BARREL.

NATIVE MATERIAL, IF SATISFACTORY

(IF NATIVE MATERIAL IS NOT

ACCEPTABLE, GRANULAR MATERIAL

SHALL BE USED AND COMPACTED TO

A MINIMUM 90% STANDARD PROCTOR

DENSITY)

SPRINGLINE

INITIAL

BACKFILL

NATIVE MATERIAL, IF SATISFACTORY (IF

NATIVE MATERIAL IS NOT ACCEPTABLE,

GRANULAR MATERIAL SHALL BE USED AND

COMPACTED TO A MINIMUM 95% STANDARD

PROCTOR DENSITY)

FINAL BACKFILL TO GRADE

1/2 B

1/4 B

(4" MIN.)

MIN. 6"-9"

PIPE BEDDING MATERIAL

(INSTALL TO TOP OF PIPE)

NTS

NOTES:

1. IF BASE IS UNSTABLE, TRENCH SHALL BE UNDERCUT AND STABILIZED WITH TRENCH

STABILIZATION MATERIAL. SPECIFICATIONS AS PER MANUFACTURER'S RECOMMENDATIONS AND

A.S.T.M. C12.

2. BEDDING MATERIAL

95% PASSING 3/4" SIEVE

95% RETAINED #4 SIEVE

(CLEAN ANGULAR, WELL-GRADED, CRUSHED ROCK. PEA ROCK MAY BE USED FOR SANITARY

SEWER SERVICE LINES.)

3. THE REQUIRED BEDDING MATERIAL UNDER THE BOTTOM OF THE PIPE SHALL BE INSTALLED PRIOR

TO PIPE INSTALLATION.

ADJUSTABLE CAST

IRON VALVE BOX. SIZED IN

ACCORDANCE WITH

MANUFACTURER'S METHODS.

DIAMETER SHALL BE LESS

THAN 9 INCHES

MECHANICAL JOINT GATE VALVE

2-8" X 4" X 16"

CONCRETE BLOCKS

NTS

8'-2 1/4''

11.5 GA GALV.

FABRIC

1.625'' DIAM. X 0.047''

GALV. RAIL

HORIZONTAL RAILS

CUT 96'' BEFORE

NOTCH

1.625'' DIAM. X

0.065'' GALV. RAIL

VERTICAL RAILS

NOTES:

1. INSTALL TEMPORARY FENCE PER ASTM F3342-19 STANDARD GUIDE FOR

TEMPORARY FENCE APPLICATIONS FOR CONSTRUCTION SITES.

2. POSTS TO BE 10' O.C. AND DRIVEN TO A MINIMUM DEPTH OF 24 INCHES.

3. GATE POSTS TO BE SET IN CONCRETE FOOTING.

4. FABRIC TO BE INSTALL IN ACCORDANCE WITH ASTM F 567 IN LENGTHS NOT LESS

THAN 21 FEET.

NTS

1.6

0.1

1.7

1.6

1.3 1.5

0.6

1.3

1.2

1.1

0.3

1.2

0.8

0.6

0.2

0.5

NOTES:

1. REMOTE FUEL FILL STATION TO BE MOUNTED ON STAINLESS STEEL STAND WITH

LEGS.

NTS

TOPSOIL

NOTES:

1. INSTALL 6" AND COMPACT TOPSOIL TO 4'' MINIMUM.

2. COMPACT SUBGRADE TO 85% PROCTOR.

3. SOD.

SUBGRADE

GRASS

FINISHED GRADE,

TREATMENT VARIES

ROOF JOINTS OFFSET

FROM TUNNEL

TONGUE FOR JOINT

TUNNEL LENGTH ADJUSTABLE

UP TO 14.75'

PLAN VIEW

GROOVE FOR JOINT

NOTES:

1. ALL CONCRETE SHALL HAVE A 28 DAYS COMPRESSIVE STRENGTH OF 4500 PSI.

2. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 REBAR. BAR BENDING

AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS.

3. STANDARD STRUCTURAL DESIGN BASED ON AASHTO HS 20 WHEEL LOADING. 1'' O.D.

BUTYL RUBBER ROPER MASTIC SHALL BE PROVIDED FOR PLACEMENT BETWEEN EACH

SECTION.

SECTION VIEW

7.2'

6.4'

NTS

NUMBER OF DUCTS VARY

DEPENDING ON LOCATION.

REFER TO ELECTRICAL

DRAWINGS FOR SPECIFIC

DUCT BANK

CONFIGURATIONS AND

ELECTRICAL DETAIL 1 ON

E-501 FOR INTERIOR

CONSTRUCTION AND

SPACING OF DUCT BANK.

REFER TO CIVIL DETAIL D7 ON CK503, STRUCTURAL,

AND ELECTRICAL PLANS FOR MORE DETAILS

1.5 1.5

0.7

0.7

0.8

0.8

ASSEMBLY LIST

6"Ø INLET, PIPE STUB W/ FLEX CONNECTOR

6"Ø OUTLET, PIPE STUB W/ FLEX CONNECTOR

1 1/2"Ø OIL DRAW OFF, FPT

INLET BAFFLE

3'-6" x 2'-6" MANWAY

1 1/2"Ø SLUDGE DRAW OFF, FPT

WEIR WALL

OIL RETENTION BAFFLE

COALESCING MEDIA

2"Ø LEVEL SWITCH MTG. PROVISION, FLANGED

BOTTOM HOLD DOWN FLANGE

1.9

1.5

1.5

EMPTY WGT. APPROX.=575#

OPERATING CAP.=755 GAL.

OPERATING WGT.=6,865#

NORMAL OIL CAP.=30 GAL.

OIL SPILL CAP.=340 GAL.

WEIGHTS & CAPACITIES

VERTICAL OUTLET FLUME

0.4

9"9"

1 1/4" EPOXY COATED

DEFORMED BAR - 18" LONG

1 1/4" EPOXY COATED SMOOTH

BAR - 18" LONG

SPACING AT EACH COLD JOINT

1/2" REINFORCING

REBAR AT MID-SPAM

AND SPACED 1' O.C. E.W.

1/2" REINFORCING

REBAR AT MID-SPAM

AND SPACED 1' O.C.

E.W.

FINISHED GRADE

UTILITY LABELED, CAST

IRON COVER CONFORMING

WITH ASTM A48

PIPELINE

PIPELINE

FINISHED GRADE

8" AGGREGATE BASE

COURSE PER SDDOT

SECTION 260 AND 882

6'

7.2'

BEDDING PER MANUFACTURER'S RECOMMENDATION

NTS

MATCH EXISTING. SEE DETAIL F8

FOR LAWN OR D1 FOR PAVED

AREAS.

18" MIN.

6"

TYP.

SAWCUT (IN PAVEMENT

SECTIONS ONLY)

EXISTING

SURFACE

NATIVE BACKFILL,

IF AVAILABLE

AGGREGATE BASE

6'' BASE MIN.

OR MATCH EXISTING

WHICHEVER IS GREATER

NOTES:

1. ALL TRENCHES IN ARTERIAL AND COLLECTOR STREETS SHALL BE BACKFILLED AND TEMPORARILY PAVED OR STEEL

PLATED AT THE END OF EACH WORKING DAY.

2. TRAFFIC CONTROL TO MEET THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

3. BACKFILL MATERIAL TO BE PLACED IN 8" MAX. LIFTS AT 95% COMPACTION.

4. WHEN WEATHER CONDITIONS PREVENT USING SELECT NATIVE FILL, CRUSHED QUARTZITE MATERIAL (ROCK DUST)

MAY BE USED FOR BACKFILL WITH CITY ENGINEER'S APPROVAL. COMPACTION REQUIREMENTS MUST BE FOLLOWED

FOR CRUSHED QUARTZITE MATERIAL.

REFER TO

STRUCTURAL

DETAIL F1 ON

SB302 FOR

TUNNEL

CONSTRUCTION &

FOOTING

REQUIREMENT

CK501

CIVIL DETAILS

Scale: NTS

CIVIL DETAILS

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

100% CONSTRUCTION DOCUMENT SUBMISSION

08-09-2024

RBB EG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

1 ADDENDUM 1 (NO CHANGES TO THIS SHEET) 08-09-2024

2 ADDENDUM 2 (NO CHANGES TO THIS SHEET) 09-12-2024

3 ADDENDUM 3 01-17-2025

R F

I E

E

N U

E

G A

R F

I E

E

N U

E

EXISTING STEAM PIPE MH5

APPROXIMATELY 10-12 FEET BELOW GRADE

PROPOSED

BOILER PLANT

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

W

E

E

S T

S T

E

E

E

D

D

D D

D D

D D

D

D

D

D

D

S T

P

P

W

W

W

W

W

G A

S

G A

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

G A

S

W

W

W

W

W

W

W

W

W

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

W

W

W

W

W

W

F

U

E

L

F

U

E

L

FUEL

FUEL

V V

V

V

G A

S

G A

S

G A

S

W

W

W

W

F P

D

D

ST

YD

YD

YD

OWS

F P

F U

E L c c c

C

C

C

C

C

C

C

C c

C

E E

E E

E E

C

C

C

C

C

C

C

C

SEE NOTES 2 & 10 FOR

NATURAL GAS PIPELINE

REQUIREMENTS.

SEE NOTE 2 FOR ELECTRICAL

CONDUIT REQUIREMENTS.

SEE NOTE 2

CB-1

RIM = 1488.9

INV = 1482.3

DMH-1

RIM = 1489.5

INV = 1481.5

CB-2

RIM = 1488.9

INV = 1481.8

YD-1

RIM =1489.0

INV = 1486.0

YD-2

RIM =1489.0

INV = 1487.1

YD-3

RIM =1489.0

INV = 1486.4

DMH-3

RIM = 1490.6

INV(S) = 1482.2

INV(E) = 1482.2

OWS-1

RIM = 1492.4

INV IN = 1491.4

INV OUT = 1490.8

6" SEWER

INV = 1482.6±

L=5.5

4" SEWER

INV= 1490.6

L=15±

S=0.05

SEE NOTE 2 FOR NATURAL GAS

PIPELINE REQUIREMENTS.

D

D

ST

YD

YD

YD

OWS

M

IN

EXISTING STEAM PIPE

APPROXIMATELY 6-7

FEET BELOW GRADE

COMMUNICATION INSTALL

CANNOT CLOSE ROADWAY.

INSTALL MUST BE PHASED TO

ALLOW ACCESS. SEE NOTE 10.

SEE NOTE 5.

SEE NOTE 9.

SEE NOTE 2 FOR

CONTINUATION OF

CONNECTION.

4'' HDPE

REFER TO NOTE 13.

SEE NOTE 2 FOR

STRUCTURAL PENETRATION

DETAIL.

SEE NOTE 2 FOR

STRUCTURAL PENETRATION

DETAIL.

N

SCALE: 1" = 20'

0 50 100

CU101

CIVIL UTILITY PLAN

NOTES

1. REFER TO DRAWING C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, AND ELECTRICAL

DRAWINGS FOR MORE INFORMATION.

3. REFER TO CIVIL UTILITY PROFILE SHEETS, CJ301 AND CJ302.

4. LOCATION OBTAINED FROM VA, V.I.F. 4-INCH HIGH PRESSURE NATURAL GAS. V.I.F.

5. REFER TO SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS.

6. REFER TO PLUMBING PLANS PL101 AND PL201 FOR WATER LINE CONFIGURATION IN TUNNEL

7. WATER LINE TO BE CONNECTED TO EXISTING WATER TOWER LINE. REFER TO SHEET CU102

FOR CONTINUATION AND CU103 FOR PHASING.

8. UTILITIES SHOWN IN THIS LOCATION WERE BEYOND THE LIMIT OF WORK FOR TOPOGRAPHIC

SURVEY ACTIVITIES. CONTRACTOR IS REQUIRED TO VERIFY ALL LOCATIONS IN FIELD.

9. CONTRACTOR REQUIRED TO VERIFY IN FIELD UTILITY MANHOLE.

10. REFER TO CS101 FOR PHASING.

11. UTILITY LOCATIONS WITHIN THIS LOCATION WERE BEYOND THE SCOPE OF SURVEY.

CONTRACTOR TO VERIFY ALL UTILITIES IN FIELD.

12. TRENCHING, LAYING OF CONCRETE CELL DUCT, AND PREP FOR INSTALLATION IS TO BE DONE PRIOR TO TUNNEL INSTALLATION AND DEMOLITION OF EXISTING MEDIUM VOLTAGE LINE. UPON

APPROVAL FOR OUTAGE DURING INSTALLATION OF JUNCTION BOX 3 (REFER TO ELECTRICAL

PLANS), EXISTING MEDIUM VOLTAGE LINE FEEDER TO BE DISCONNECTED AND NEW MEDIUM

VOLTAGE LINE FEEDER TO BE CONNECTED (REFER TO ELECTRICAL PLANS FOR

REQUIREMENTS). AFTER CONNECTION IS COMPLETE, DEMOLITION OF EXISTING MEDIUM

VOLTAGE LINE CAN COMMENCE.

13. PROTECT EXISTING UTILITIES IN PLACE DURING CONSTRUCTION OF REPLACEMENT UTILITIES.

14. REFER TO MECHANICAL SHEET MD101 FOR SOFT WATER CONNECTION IN TUNNEL.

KEY NOTES

1. FURNISH AND INSTALL 6-INCH PVC SEWER SERVICE (DETAIL E9, CK501).

2. FURNISH AND INSTALL GATE VALVE AND 8-INCH PVC WATER MAIN (DETAIL F1, CK501 AND

DETAIL D5, CK502).

3. FURNISH AND INSTALL HDPE DRAIN PIPE (DETAIL C9, CK502).

4. FURNISH AND INSTALL ELECTRICAL DUCT BANK (SEE NOTE 2 AND DETAIL B5, CK501).

5. FURNISH AND INSTALL 73,929 GALLONS OF WATER STORAGE. TANKS: (2) 40,000 GALLON

54'-4''L X 12'D UNDERGROUND FRP WATER STORAGE TANKS (DETAIL B1, CK502).

6. FURNISH AND INSTALL 68,031 GALLONS OF FUEL OIL STORAGE. TANKS: (2) 54'-4''L X 12'D

UNDERGROUND FRP DOUBLE WALLED FUEL OIL STORAGE TANKS (DETAIL F1, CK502).

7. FURNISH AND INSTALL COMMUNICATIONS CABLING. SEE NOTE 2.

8. FURNISH AND INSTALL FUEL PIPING AND REMOTE FILL WITH AUDIBLE ALARM. SEE NOTE 2

AND DETAIL F7, CK501.

9. FURNISH AND INSTALL STEAM MANHOLE (DETAIL F1, CK503).

10. FURNISH AND INSTALL DRAIN MANHOLE WITH LOCKABLE COVER (DETAILS F7, CK502 AND C5, CK503).

11. FURNISH AND INSTALL CATCH BASIN (DETAIL F5, CK502).

12. FURNISH AND INSTALL DUPLEX SUBMERSIBLE PUMPS AND CONTROLS. REFER TO SHEETS

PL101, PL600, AND SPECIFICATION 33 16 00.

13. FURNISH AND INSTALL 4-INCH FIRE PROTECTION LINE FOR BACKUP WATER PROVIDED BY

WATER TOWER. SEE NOTE 2.

14. FURNISH AND INSTALL CONCRETE COMMUNICATIONS MANHOLE. REFER TO ELECTRICAL

DETAILS.

15. FURNISH AND INSTALL WALL INDICATOR VALVE (DETAIL B7, CK503).

16. FURNISH AND INSTALL MEDIUM VOLTAGE DUCT BANK. REFER TO NOTE 2 AND E-501 DETAIL 1

FOR DUCT BANK CONFIGURATION.

17. FURNISH AND INSTALL COMMUNICATION DUCT BANK. REFER TO NOTES 2, 13, AND

ELECTRICAL DETAIL 1 ON E-501.

Scale: 1" = 20'

CIVIL UTILITY PLAN

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

100% CONSTRUCTION DOCUMENT SUBMISSION

08-09-2024

RBB EG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

SEE NOTES

2 AND 6.

6'' HDPE

L= 14.8

S= 0.034

6'' HDPE

L= 15.3

S= 0.013

6'' HDPE

L= 3.7

S=0.05

6'' SEWER

INV= 1478.6

L= 17±

S=0.05±

ROOF

DRAIN

10'' HDPE

L= 5±

S= 0.01

4'' HP GAS

SEE NOTE 4.

2'' LP GAS

SEE NOTE 4.

MATCHLINE SHEET CU102MATCHLINE SHEET CU102

H

P

E

P

E

L

P

E

H

D P

E

P

V C

SOFT WATER

CONNECTION

TO EXISTING

WITHIN TUNNEL

SEE NOTE 3.

12'' HDPE

L= 109+/-

S=0.012

1 ADDENDUM 1 08-09-2024

2 ADDENDUM 2 09-12-2024

3 ADDENDUM 3 01-17-2025

4'' PE

SEE NOTE 14.

4 ADDENDUM 4 02-10-2025