CU101 5 - CIVIL UTILITY PLAN.pdf

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EXISTING STEAM PIPE MH5

APPROXIMATELY 10-12 FEET BELOW GRADE

PROPOSED

BOILER PLANT

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GAS

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FUEL

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E L c c c

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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.

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, C-301 AND C-302.

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.

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).

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

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P

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L

P

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H

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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

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SANITARY MH RIM 1488.26 INV. OUT 1482.41 (S)

AutoCAD SHX Text SANITARY MH RIM 1489.81 INV. IN 1480.08 (S) INV. IN 1480.02 (W) INV. OUT 1479.92 (N)

AutoCAD SHX Text SANITARY MH RIM 1489.05 INV. IN 1478.62 (S) INV. IN 1477.65 (W) INV. OUT 1477.48 (N)

AutoCAD SHX Text SANITARY MH RIM 1488.93 INV. IN 1477.73 (SE) INV. IN 1477.41 (S) INV. OUT 1477.15 (W)

AutoCAD SHX Text

SANITARY MH RIM 1484.69 INV. IN 1476.31

AutoCAD SHX Text SANITARY MH RIM 1495.88 INV. IN 1489.55 (SE) INV. IN 1489.56 (S) INV. OUT 1489.44 (NW)

AutoCAD SHX Text

SANITARY MH RIM 1499.62 INV. OUT 1491.46

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EXISTING BRICK BUILDING (11)

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EXISTING BRICK BUILDING (8)

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EXISTING STUCCO BUILDING (10)

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EXISTING MAINTENANCE GARAGE

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EXISTING BUILDING (T15)

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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GRAVEL

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BASE OF WATER TANK

AutoCAD SHX Text

CONCRETE SIDEWALK

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CONCRETE DRIVEWAY

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FUEL TANK

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TRANSFORMER MOUNTED ON CONC.

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TRANSFORMER 13.8 KV FEEDER 2 JBOX 3 MOUNTED ON CONC.

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TRANSFORMER & SWITCH BOX

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TRANSFORMER MOUNTED ON CONC.

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VENT

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EXISTING BRICK BUILDING (5)

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CHANNEL DRAIN

AutoCAD SHX Text

CROSSWALK

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CROSSWALK

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CONCRETE DRIVEWAY

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CONCRETE DRIVEWAY

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CONCRETE DRIVEWAY

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EDGE OF CONC.

AutoCAD SHX Text

TRUNCATED DOME DETECTOR PLATE

AutoCAD SHX Text

TRUNCATED DOME DETECTOR PLATE

AutoCAD SHX Text F.F.E. 1490.15'

AutoCAD SHX Text

BASEMENT F.F.E. 1479.84'

AutoCAD SHX Text F.F.E. 1489.02'

AutoCAD SHX Text F.F.E. 1492.87'

AutoCAD SHX Text F.F.E. 1490.61'

AutoCAD SHX Text F.F.E. 1490.71'

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

GUTTER OPENING INV. 1488.74

AutoCAD SHX Text

GUTTER OPENING INV. 1488.61

AutoCAD SHX Text

STORM MH RIM 1502.44 INV. OUT 1483.77 (SW)

AutoCAD SHX Text STORM MH OPEN GRATE LID RIM 1488.66 INV. IN 1480.36 (N) INV. IN 1482.13 (NW) INV. IN 1482.91 (SW) INV. OUT 1480.45 (S)

AutoCAD SHX Text

STORM MH RIM 1490.34 INV. IN 1480.84 (N) INV. OUT 1480.60 (S) (UNKNOWN OUTFALL)

AutoCAD SHX Text STORM MH RIM 1490.03 INV. IN 1487.62 (SW) INV. IN 1487.52 (W) INV. IN 1487.55 (W) INV. OUT 1486.30 (N)

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" STL

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

6" PVC

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6" PVC

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6" PVC

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15" CPP

AutoCAD SHX Text STORM MH RIM 1489.48 INV. IN 1486.01 (S) INV. IN 1487.50 (SW) INV. OUT 1483.94 (NE)

AutoCAD SHX Text STORM MH RIM 1489.36 INV. IN 1485.16 (E) INV. IN 1485.61 (SW) INV. OUT 1485.16 (N)

AutoCAD SHX Text

15" CPP

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18" CPP

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15" CPP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text STORM INLET T.G. 1489.54 INV. IN 1482.97 (N) INV. IN 1485.10 (W) INV. OUT 1482.63 (S) (UNKNOWN OUTFALL)

AutoCAD SHX Text

STORM MH RIM 1489.21 INV. IN 1485.18 (S) INV. OUT 1485.09 (NW)

AutoCAD SHX Text

STORM INLET T.G. 1489.39 INV. OUT 1483.19 (S)

AutoCAD SHX Text

6" PVC

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24" CPP

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24" CPP

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24" CPP

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18" CPP

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STORM MH RIM 1490.54 INV. IN 1484.78 (N) INV. OUT 1483.41 (SE)

AutoCAD SHX Text STORM MH RIM 1491.57 INV. IN 1483.41 (N) INV. IN 1482.76 (S) INV. OUT 1481.81 (W)

AutoCAD SHX Text

STORM MH RIM 1495.82 INV. OUT 1488.14 (S)

AutoCAD SHX Text

STORM MH RIM 1487.18 INV. OUT 1480.52 (E)

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

SANITARY MH RIM 1487.42 INV. IN 1480.63

AutoCAD SHX Text NOTE: THIS STEAM LINE IS LOCATED WITHIN A UTILITY TUNNEL THAT CONTAINS VARIOUS UTILITY LINES WITHIN.

AutoCAD SHX Text NOTE: THIS GAS LINE WAS UNABLE TO LOCATED VIA SUE INVESTIGATION AND IS SHOWN APPROXIMATELY BASED ON PROVIDED INFORMATION.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

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CONCRETE

AutoCAD SHX Text

HVC-201

AutoCAD SHX Text 1483.91

AutoCAD SHX Text

HVC-204

AutoCAD SHX Text 1506.28

AutoCAD SHX Text

HVC-205

AutoCAD SHX Text 1489.57

AutoCAD SHX Text

HVC-206

AutoCAD SHX Text 1499.69

AutoCAD SHX Text

HVC-212

AutoCAD SHX Text 1483.73

AutoCAD SHX Text N 456,750

AutoCAD SHX Text N 456,900

AutoCAD SHX Text N 457,050

AutoCAD SHX Text N 457,200

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EXISTING BUILDING (7)

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EXISTING BUILDING (9)

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EXISTING BUILDING (19)

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CONCRETE PARKING LOT (4)

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CONCRETE PARKING LOT

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CONCRETE

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

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GRAVEL

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GRAVEL

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CONCRETE LOADING DOCK AREA

AutoCAD SHX Text

TANK

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18" SLCPP

AutoCAD SHX Text

STORM MH RIM 1486.48 INV. 1480.12 (S)

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APPROXIMATE NATURAL GAS PIPELINE

AutoCAD SHX Text 6"

AutoCAD SHX Text 1" H.W.

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(CU.)

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CONTROLLED UNCLASSIFIED INFORMATION

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CUI