S02_Attachment - BPNC GSE P2 BD_Plans bk2.pdf

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

CONSTRUCTION SEQUENCE

CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION

1 OBTAIN COPIES OF ALL PLAN APPROVALS AND OTHER

APPLICABLE PERMITS.

CONTRACTOR TO HAVE ONSITE AT ALL TIMES DURING

CONSTRUCTION.

2 FLAG THE WORK LIMITS AND BARRICADE TREES AND MARK

BUFFER AREAS FOR PROTECTION.

HAVE LOCAL REGULATORY AGENCY INSPECT TREE BARRICADES.

3 HOLD PRE CONSTRUCTION CONFERENCE AT LEAST ONE

WEEK PRIOR TO STARTING CONSTRUCTION.

REVIEW TREE PROTECTION (BARRICADE) WITH OWNER AND LOCAL

REGULATORY AGENCY. TAKE PICTURES OF ALL PROTECTED TREES

AND LOCATIONS WHERE SITE WORK TIES INTO EXISTING TO

DOCUMENT PREDEVELOPMENT PROCEDURES.

4 INSTALL CONSTRUCTION ACCESS AND LAY DOWN AREAS STABILIZE BARE AREAS IMMEDIATELY AND INSTALL CONSTRUCTION

EXITS / ENTRANCES.

5 CONSTRUCT SEDIMENT TRAPS AND BARRIERS - BASIN

TRAPS, SEDIMENT FENCES, AND OUTLET PROTECTION.

INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE IS

ACCESSED. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED

DURING GRADING.

6 ESTABLISH RUNOFF CONTROL - DIVERSIONS, PERIMETER

DIKES, WATER BARS, AND OUTLET PROTECTION.

INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT TRAPS AND

BEFORE LAND GRADING. INSTALL ADDITIONAL RUNOFF-CONTROL

MEASURES DURING GRADING.

7 LAND CLEARING AND GRADING-SITE PREPARATION

CUTTING, FILLING AND GRADING, SEDIMENTATION TRAPS,

BARRIERS, DIVERSIONS, DRAINS, SURFACE ROUGHENING.

BEGIN MAJOR CLEARING AND GRADING AFTER PRINCIPAL SEDIMENT

AND KEY RUNOFF-CONTROL MEASURES ARE INSTALLED. CLEAR

BORROW AND DISPOSAL AREAS ONLY AS NEEDED. INSTALL

ADDITIONAL CONTROL MEASURES AS GRADING PROGRESSES. MARK

TREES AND BUFFER AREAS FOR PRESERVATION.

8 RUNOFF CONVEYANCE SYSTEM- INSTALL STORM DRAINS,

STABILIZE BANKS, CHANNELS, INSTALL INLET AND OUTLET

PROTECTION, SLOPE DRAINS.

WHERE NECESSARY, STABILIZE BANKS AS EARLY AS POSSIBLE.

INSTALL PRINCIPAL RUNOFF CONVEYANCE SYSTEM WITH RUNOFF-

CONTROL MEASURES. INSTALL REMAINDER OF SYSTEM AFTER

GRADING.

9 INSTALL WASTEWATER COLLECTION, WATER

DISTRIBUTION, AND STORM DRAINAGE SYSTEMS

APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES

IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED

OR COMPLETE.

10 SURFACE STABILIZATION-TEMPORARY AND PERMANENT

SEEDING, MULCHING, SODDING, RIP RAP.

APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES

IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED

OR COMPLETE.

11 BUILDING CONSTRUCTION- BUILDINGS UTILITIES, ROADS,

ETC.

INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL

PRACTICES AS WORK TAKES PLACE.

12 LANDSCAPING AND FINAL STABILIZATION - TOPSOILING,

TREES AND SHRUBS, PERMANENT SEEDING, MULCHING,

SODDING, RIP RAP.

LAST CONSTRUCTION PHASE--STABILIZE ALL OPEN AREAS,

INCLUDING BORROW AND SPOIL AREAS. REMOVE AND STABILIZE ALL

TEMPORARY CONTROL MEASURES.

HJM DDS

CG502

EROSION CONTROL DETAILS

Scale: NTS

EROSION CONTROL MATERIAL INSTALLATION5

Scale: NTS CONSTRUCTION ENTRANCE1 Scale: NTS

SILT FENCE2 Scale: NTS

SMALL DRAINAGE CHANNEL STABILIZATION3

Scale: NTS

PERMANENT SEEDING9

Scale: NTS

GENERAL CONSTRUCTION SEQUENCING8

Scale: NTS

TEMPORARY SEEDING4

Scale: NTS

CONCRETE WASHOUT DETAIL7

Scale: NTS

SEDIMENT SKIMMER6

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CONSULTANTS:

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VA FORM 08-6231

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

POND SECTIONAL VIEW

EMERGENCY SPILLWAY DETAIL

HJM DDS

CG503

EROSION CONTROL DETAILS - 2

Scale: NTS2 WALL PILING DETAIL Scale: NTS1 TURBIDITY BARRIER DETAIL

Scale: NTS3 BMP TREATMENT POND

Scale: NTS4 MODULAR BRIDGE

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AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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STORMWATER

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RIP-RAP APRON

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(SEE DETAIL)

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EMERGENCY SPILLWAY = 3.6

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5' MINIMUM

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18" RCP OUTLET PIPE

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RUNOFF

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BASIN INLET

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EXIST. CANAL

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EARTHEN DAM

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BASIN LENGTH (SEE PLAN)

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(SEE DETAIL)

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TRASH RACK

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CONTROL STRUCTURE (SEE DETAIL)

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RISER ANTI- FLOATATION

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TOP OF EMBANKMENT = 4.1

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LOWEST ELEV. = -2.5

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POND BOTTOM VARIES,

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TOP OF EMBANKMENT = 4.1

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RISER CREST = 3.0

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10-YR WATER SURFACE ELEVATION = 3.09

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RIP-RAP STABILIZATION

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= SPILLWAY WIDTH

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GEOTEXTILE FABRIC

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GENERAL NOTES:

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OUTLET PIPE

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TOP OF SLAB = -2.50

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PLAN

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SECTION A-A

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TO BE INSTALLED IN EACH WEIR OPENING

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(CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

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FOR APPROVAL BY THE ENGINEER)

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NOT TO SCALE

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CONTROL STRUCTURE (CS#1)

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(TYP.)

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1. OUTFALL STRUCTURE SHALL HAVE 6" THICK WALLS AND 8" THICK BOTTOM. OUTFALL STRUCTURE SHALL HAVE 6" THICK WALLS AND 8" THICK BOTTOM. 2. INSIDE DIMENSIONS OF OUTFALL STRUCTURE SHALL BE 4'-0" x 4'-0". INSIDE DIMENSIONS OF OUTFALL STRUCTURE SHALL BE 4'-0" x 4'-0". 3. ENDS OF ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF STRUCTURE. ENDS OF ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF STRUCTURE. 4. CONCRETE STRUCTURES CONSTRUCTED ON SANDY SOIL SHALL HAVE 1/2" CONCRETE STRUCTURES CONSTRUCTED ON SANDY SOIL SHALL HAVE 1/2" REINFORCING STEEL PLACED 8" O/C HORIZONTAL AND 14" O/C VERTICAL WITH 2" CLEARANCE FROM INSIDE FACE OF CONCRETE.

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18" RCP OUTLET PIPE

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(SEE PLAN VIEW ON RIGHT)

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ORIFICE SCREEN (EXTEND 1" MIN. BELOW ORIFICE OPENING TO WEIR LEVEL)

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BAR SCREEN TRASH RACK, SEE DETAIL THIS SHEET

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[2] 2.0" ORIFICES @ INVERT ELEV.: 1.8

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NOT TO SCALE

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BAR SCREEN TRASH RACK

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EXPANSION BOLTS (4 REQ'D)

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2" X 2" X ¼" ANGLE (TYP.)

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1/2" REBAR @5" O.C.

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2" X 2" X 1/4" ANGLE TYP.

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TOP OF SLAB

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EXPANSION BOLTS (4 REQ'D)

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PER PLAN

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NOT TO SCALE

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TRASH RACK (TOP OF BOX) DETAIL

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4" CONCRETE SLAB

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2' RING W/ COVER (CENTER OVER STEPS)

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BAR SCREEN TRASH RACK

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ALL WEIR OPENINGS

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25-YR WATER SURFACE ELEVATION = 3.46

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100-YR WATER SURFACE ELEVATION = 4.47

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EMERGENCY SPILLWAY ELEV. = 3.6

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RIP-RAP, 10-INCH D50

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ANTI-SEEP COLLAR

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[4] 2.5" ORIFICES @ INVERT ELEV.: 2.8

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AutoCAD SHX Text GENERAL NOTES: USE DETAILS 2 & 4 AS A BASIS OF DESIGN FOR CONTRACT DESIGN/BUILD ITEMS. COORDINATE WITH THE MANUFACTURER FOR ANY ADDITIONAL DESIGN DETAILS. VA SHALL APPROVE ANY CHANGES TO DETAIL PRESENTED IN THE CONSTRUCTION DOCUMENTS.

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