CG104 5 - CIVIL EROSION CONTROL PLAN.pdf

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CG104

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 BY A QUALIFIED COMPLIANCE INSPECTOR OF STORMWATER (QCIS) . 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.

10. UTILITY LOCATIONS WITHIN THIS LOCATION ARE APPROXIMATE FROM VA PROVIDED

REFERENCE DOCUMENTS. CONTRACTOR TO VERIFY ALL UTILITIES IN FIELD.

11. THE CONTRACTOR SHALL REFER TO BID DOCUMENTS FOR SITE SAFETY REQUIREMENTS.

12. AREAS BEYOND THE FOCUSED AREA OF WORK FOR THE PROJECT REQUIRE UTILITY

INSTALLATION TO BE PHASED FOR PREPARATION, INSTALLATION, AND DEMOBILIZATION IN A

TIMELY MANNER AND SUCH THAT A DISTURBANCE TO VA TYPICAL OPERATIONS IS MINIMIZED

TO THE MAXIMUM EXTENT POSSIBLE. UPON COMPLETION OF THE INSTALLATION,

CONSTRUCTION CONTROLS (I.E. CONSTRUCTION FENCING/STAGING) ARE TO BE REMOVED

TO ALLOW CONTINUED USE OF THE AREA BY THE VA. ROADWAY MUST REMAIN ACCESSIBLE

DURING CONSTRUCTION.

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. NOT USED.

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).

Scale: 1" = 20'

CIVIL EROSION CONTROL 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 CG103MATCHLINE SHEET CG103

1 ADDENDUM 1 08-09-2024

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

3 ADDENDUM 3 01-17-2025

AutoCAD SHX Text

EXISTING BRICK BUILDING (11)

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EXISTING STUCCO BUILDING (10)

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CONC. CURB & GUTTER

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CONCRETE APRON

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CONCRETE SIDEWALK

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CONCRETE TOWER LEG SUPPORT (TYP.)

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GRAVEL

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GRAVEL

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BASE OF WATER TANK

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ICE BRIDGE SUPPORT POST (TYP.)

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GRASS

AutoCAD SHX Text F.F.E. 1489.02'

AutoCAD SHX Text F.F.E. 1492.87'

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EDGE OF GRAVEL

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PARKING

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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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EXISTING BUILDING (28)

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EXISTING BUILDING (T-13)

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PAVED PARKING LOT

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CONCRETE

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CONC. CURB & GUTTER

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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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EXISTING BUILDING

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EXISTING BRICK BUILDING (11)

AutoCAD SHX Text LINE CALLED STEAM IN 2022 IS ACTUALLY ELECTRIC. ELECTRIC LINE SHOULD REPLACE STEAM LINE IN ORIGINAL DRAWING.

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CONCRETE CHANNEL

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PAVED PARKING LOT

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CONCRETE

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CONCRETE

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CONC. CURB & GUTTER

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CONC. CURB & GUTTER

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FUEL TANK LIDS (TYP.)

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TRUNCATED DOME DETECTOR PLATE (TYP.)

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CONCRETE SIDEWALK

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CONC. CURB & GUTTER

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CONC. CURB & GUTTER

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6" VCP

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10" VCP

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8" PVC

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10" VCP

AutoCAD SHX Text SANITARY MH RIM 1494.84 INV. IN 1486.12 (NW) INV. IN 1484.62 (E) INV. IN 1484.64 (S) INV. OUT 1484.42 (W)

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5 WSF 65

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NO#

AutoCAD SHX Text L51 28 F023

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SANITARY MH RIM 1495.49 INV. IN 1487.34 (N) INV. IN 1487.27 (E)

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METAL FENCE

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TEMPORARY CONSTRUCTION FENCE

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GRASS

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DIRT & GRAVEL

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DIRT & GRAVEL

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CROSSWALK

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CONC. CURB

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CONCRETE PARKING LOT

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CONC. DOCK

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CONC. CURB

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BOLLARD (TYP.)

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GRASS

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CONCRETE WALL

AutoCAD SHX Text F.F.E. 1494.3'

AutoCAD SHX Text F.F.E. 1486.0'

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BRICK WALL

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CONCRETE SIDEWALK

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CONC. WALL

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BUILDING OVERHANG

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CONC. CURB

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3/4" PVC

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4" ST.

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15" STORM

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6" STORM

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15" STORM

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8" STORM

AutoCAD SHX Text 6"

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4" ST.

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AutoCAD SHX Text 8" H.W.

AutoCAD SHX Text 8" H.W. (C.I.)

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(CU.)

AutoCAD SHX Text 3" H.W.

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AutoCAD SHX Text 6" H.W. (C.I.)

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10" CITY WATER

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2" H.W. (PVC)

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2" PVC

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CONTROLLED UNCLASSIFIED INFORMATION

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CUI