CG103 5-CIVIL EROSION CONTROL PLAN.pdf

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CG103

CIVIL EROSION CONTROL PLAN

NOTES

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

2. SURPLUS SOIL SHALL BE HAULED OFFSITE AND DISPOSED OF IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REQUIREMENTS.

3. SOIL THAT IS TO BE RE-USED MAY BE STORED ONSITE AND COVERED WITH SECURED

TARPAULINS TO PREVENT EROSION.

4. EROSION CONTROL MAY BE REMOVED ONCE A MOWABLE STAND OF GRASS HAS GROWN

AND PAVEMENT HAS BEEN INSTALLED.

3. THE CONTRACTOR SHALL DISCHARGE NO WASTE OR SURPLUS CONCRETE ONTO THE VA

PROPERTY DUE TO WASHING OF CONCRETE CONTAINERS. THE CONTRACTOR SHALL

UTILIZE THE METHODS PROVIDED BY THE EPA TO CONTAIN CONCRETE WASHOUT FOR

PROPER DISPOSAL OR REUSE. THE CONTRACTOR SHALL ENSURE THE COLLECTED

CONCRETE WASHOUT IS REMOVED AND SURRENDERED TO A STATE OF SOUTH DAKOTA OR

CITY OF SIOUX FALLS APPROVED WASTE CONCRETE COLLECTION SITE.

4. THE CONTRACTOR SHALL STAGE ALL MATERIALS AND STOCKPILES WITHIN THE FENCED

FOOTPRINT OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING

PRACTICES WITHIN THE STAGING AREA AT ALL TIMES.

5. THE CONTRACTOR SHALL COLLECT ALL DEBRIS WITHIN THE AREA DEFINED AS THE

CONSTRUCTION SITE AT THE END OF EACH SHIFT. DEBRIS SHALL BE COLLECTED AND

STORED IN CLOSED CONTAINERS AND REMOVED WITHOUT DISTURBING SIOUX FALLS VA

MEDICAL CENTER GROUNDS OR AESTHETICS. THE WASTE CONTAINER SHALL BE CONTAINED

WITHIN THE CONFINES OF THE CONSTRUCTION SITE.

6. THE CONTRACTOR SHALL PROVIDE TO THE STATE OF SOUTH DAKOTA DEPARTMENT OF

AGRICULTURE AND NATURAL RESOURCES AIR QUALITY OFFICE THE APPROPRIATE BOILER

INFORMATION. (MAKE, MODEL, SERIAL NUMBER, FUEL USE, HORSEPOWER...)

7. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF SIOUX FALLS NUISANCE VEGETATION

REQUIREMENTS WITHIN THE CONSTRUCTION SITE.

8. EROSION CONTROLS ARE TO BE INSPECTED AND DOCUMENTED VIA SDDOT 298 INSPECTION

FORMS WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN 0.5 INCHES OR AT MINIMUM

WEEKLY. FAILED EROSION CONTROL MEASURES SHALL BE REPLACED AS SOON AS

POSSIBLE BUT NO LATER THAN 7 DAYS OF IDENTIFICATION.

9. TRACK PAD CONSTRUCTION ENTRANCE TO BE VISUALLY INSPECTED WEEKLY. MATS SHOULD

BE CLEANED (BRUSHED , EITHER MANUALLY OR MECHANICALLY) PRIOR TO VOIDS BEING

FILLED WITH SEDIMENT, AT MINIMUM EVERY TWO WEEKS AFTER RAIN EVENTS.

KEY NOTES

1. FURNISH AND INSTALL EROSION CONTROL (DETAIL B3, CK501).

2. FURNISH AND INSTALL INLET PROTECTION FOR EXISTING STRUCTURES TO REMAIN (DETAILS

D7 AND D9, CK501).

3. FURNISH AND INSTALL INLET PROTECTION AT THE TIME OF INSTALLATION OF PROPOSED

DRAINS WHILE CONSTRUCTION CONTINUES (DETAILS D7 AND D9, CK501).

4. FURNISH AND INSTALL DRIVEN POST CONSTRUCTION FENCE (DETAIL F4, CK501).

5. FURNISH AND INSTALL CONCRETE WASHOUT STATION (DETAIL C1, CK503).

6. FURNISH AND INSTALL TRACK PAD CONSTRUCTION ENTRANCE (DETAIL B7, CK501).

7. FURNISH AND INSTALL CONSTRUCTION AND SAFETY SIGNS SUCH AS "AUTHORIZED

PERSONNEL ONLY", "CONSTRUCTION ZONE", "HARD HAT REQUIRED" .1

Scale: 1" = 20'

CIVIL EROSION CONTROL PLAN

SOIL

STOCKPILE

SOIL

STOCKPILE

GATE

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 CG104MATCHLINE SHEET CG104

PHASE I FENCE

INSTALLATION TO BE

REMOVED UPON

COMPLETION OF WALKWAY

CONSTRUCTION

PHASE II FENCE

INSTALLATION TO BE

INSTALLED UPON

COMPLETION OF WALKWAY

CONSTRUCTION

1 ADDENDUM 1

08-09-2024

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

3 ADDENDUM 3 01-17-2025

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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)

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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)

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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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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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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

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONCRETE PARKING LOT (5)

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CONCRETE PARKING LOT (3B)

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CONCRETE SIDEWALK

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CONC. CURB & GUTTER

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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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EXHAUST FAN

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VAULT LID

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CONC. CURB

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EXHAUST FAN

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VENT

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EXISTING BRICK BUILDING (5)

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CONC. CURB

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CONC. CURB

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CONC. BARRIER WALL

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CONCRETE WALL & DUMPSTER PAD

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CONCRETE WALL

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SIGN

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SIGN

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SIGN

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HANDRAIL

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HANDRAIL

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BOLLARD (TYP.)

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UNKNOWN VALVE

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LIGHT POLE FOUNDATION

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SIGN

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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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CONCRETE DRIVEWAY

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GRASS

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GRASS

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GRASS

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GRASS

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EDGE OF CONC.

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EDGE OF CONC.

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CONC. WALL

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TRUNCATED DOME DETECTOR PLATE

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TRUNCATED DOME DETECTOR PLATE

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IRRIGATION VALVE

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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'

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EDGE OF GRAVEL

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BOLLARD (TYP.)

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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.

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SIGN

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SIGN

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SIGN

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CONCRETE

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SIGN

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PILE

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PILE

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PILE

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PILE

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PILE

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PILE

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PIPES

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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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PILE

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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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CONC. CURB

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CONC. CURB

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CONC. CURB

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GRAVEL

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GRAVEL

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GRASS

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GRASS

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CONCRETE LOADING DOCK AREA

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BLOCK WALL

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TANK

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CONCRETE WALL

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APPROXIMATE NATURAL GAS PIPELINE

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(CU.)

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CONTROLLED UNCLASSIFIED INFORMATION

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CUI