SHEET C.5.pdf

PDF 456 KB Posted Jul 31, 2020

Attached to: P-008-181-010 Asphalt Resurfacing @ DNR Deep Creek Lake State Park
Solicitation number: BPM020272
Issued by: Garrett County, Maryland

About this file

Written by GovTribe AI · May 11, 2024

This document is an addendum for a state of Maryland Department of Natural Resources contract opportunity for the asphalt resurfacing and campground gate replacement at Deep Creek Lake State Park in Swanton, Garrett County, Maryland. The work includes installing a new 8-inch reinforced concrete traffic pad, concrete filled island guard bollards, a new gate operator system, and completing the gate work prior to the asphalt resurfacing. The gate replacement and asphalt work must be completed between April 1 and May 19. All electrical work must be performed by a licensed contractor and inspected and approved by a non-governmental inspection agency. This work is included as an add alternate to the main resurfacing project, which consists of resurfacing the day use area roads and parking, Discovery Center parking, and campground entry road.

The contract will be awarded to the successful bidder. Pricing terms, set asides, funding sources, and other salient details were not provided in this addendum. Contractors must follow all submission requirements and adhere to the project schedule to be considered for this opportunity.

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P-008-181-010 Drawings.pdf	PDF	Jul 31, 2020
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MBE Attachment D-1A dated May 7, 2019.pdf	PDF	Jul 31, 2020
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State of Maryland

DEPARTMENT OF NATURAL RESOURCES

Engineering & Construction

C.5

ADDENDUM # 3

WORK INCLUDED ON THIS SHEET

WILL BE ADD ALTERNATE # 1.

NEW 8" REINFORCED CONCRETE

TRAFFIC PAD

≈ 28' X 36'

NEW CONCRETE FILLED

ISLAND GUARD BOLLARDS

4 TOTAL

NEW GATE OPERATOR, KEY PADS,

ILLUMINATED ARMS, PHOTO EYE

SENSOR, ETC. AS SPECIFIED.

TYPICAL 6" STEEL BOLLARD DETAIL

PAD W/ BOLLARD DETAIL

APPROXIMATE LOCATION OF EXISTING

10 GA. UNDERGROUND ELECTRIC LINE.

POWER SUPPLY TO BREAKER PANEL

TO BE REUSED.

APPROXIMATE LOCATION OF EXISTING

ELECTRIC POWER PANEL ASSOCIATED

WITH CAMPGROUND GATE

NEW CONCRETE FILLED

GUARD BOLLARD BEYOND

GATE ARM

NEW TIMBER POST FOR

PHOTO EYE / REFLECTOR

MOUNTING

NOTES:

1. NEW ENTRANCE GATE SHALL BE INSTALLED AT THE SAME LOCATION AS THE

EXISTING ENTRANCE GATE SYSTEM.

2. NEW GATE SYSTEM SHALL UTILIZE THE EXISTING POWER SUPPLY FROM THE

SHOP.

3. SHOP DRAWINGS FOR THE NEW ISLAND WILL BE A REQUIRED SUBMITTAL

PRIOR TO PLACEMENT. DRAWING MUST ILLUSTRATE THE CONDUIT

LOCATIONS, GATE HARDWARE, AND CONTROL MOUNTING LOCATIONS.

4. IF SELECTED, THE GATE WORK WILL OCCUR PRIOR TO THE RESURFACING.

THE NEW ASPHALT ELEVATION MUST BE LEVEL WITH THE CONCRETE GATE

PAD. ENSURE A SMOOTH TRANSITION BETWEEN THE TWO SURFACES.

5. GATE REPLACEMENT AND ALL ASPHALT WORK ASSOCIATED WITH THE

CAMPGROUND MUST BE COMPLETED BETWEEN APRIL 1ST - MAY 19TH.

6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL

CONTRACTOR.

7. ALL ELECTRICAL WORK SHALL BE INSPECTED AND APPROVED BY A

NON-GOVERNMENTAL INSPECTION AGENCY APPROVED BY THE STATE FIRE

MARSHALL'S OFFICE. A COPY OF THE APPROVED INSPECTION CERTIFICATE

SHALL BE PROVIDED TO THE STATE PRIOR TO FINAL PROJECT

ACCEPTANCE.

AutoCAD SHX Text

TRAV PT #1000

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TRAV PT #1000A

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INV 12" CMP ELEV = 2525.46

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INV 15" ADS ELEV = 2506.18

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INV 15" ADS ELEV = 2505.87

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INV 15" ADS ELEV = 2507.10

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INV 15" ADS ELEV = 2513.59

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INV 15" ADS ELEV = 2514.38

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CHEMICAL STORAGE BUILDING

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UTILITY POLE #40A

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UTILITY POLE, ELECTRIC METER & GUY WIRE

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ELECTRIC BOX ON WOODEN POST

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ROUND CONCRETE PAD

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WATER VALVE (TYPICAL)

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WATER WELL

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ELECTRIC PANEL

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CONCRETE PAD

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WATER VALVE (TYPICAL)

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WOOD RETAINING WALL

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CONCRETE DUMPSTER PAD

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GRAVEL PARKING

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ELECTRIC PANEL

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UTILITY POLE

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INV 18" ADS ELEV = 2503.06

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INV 18" ADS ELEV = 2502.66

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LIFT STATION

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PUMP OUT

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4" PUMP OUT

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WOODEN POSTS (TYPICAL)

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UTILITY POLE #1

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SIGN, LEAN-TO & MONEY BOX

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WATER SPIGOT (TYPICAL)

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WOODEN POSTS (TYPICAL)

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SIGN

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PUMP OUT (NOT IN USE)

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CONCRETE PADS

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WOODEN POSTS (TYPICAL)

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SIGN

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BOLLARDS (TYPICAL)

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ISLAND & GATE

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CONCRETE DRIVEWAY

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SIGN

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SIGNS

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GRAVEL

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EDGE OF ASPHALT

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UTILITY POLE #2 & ELECTRIC METER

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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GRASS ISLAND

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PAVED ROAD

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PAVED DRIVEWAY

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6' WIDE TRAIL

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INV 15" ADS ELEV = 2511.02

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TOP OF INLET ELEV = 2508.39

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TOP 8" PIPE ? ELEV. = 2508.82

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WATER VALVE

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UTILITY POLE

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UTILITY MANHOLE

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WATER SPIGOT

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GRAVEL ROAD

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GRAVEL

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INVERT 12" CMP ELEV. = 2503.08

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PAVED PARKING

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CONCRETE PAD

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FUEL PAD

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UTILITY POLE

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UTILITY BOX

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PAVED ROAD

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CONC. PAD

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CONCRETE PAD

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SIDEWALK

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CONCRETE APRON

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MAINTENANCE SHOP

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STORAGE BUILDING (SEE PHOTOS 1-5)

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FENCE

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FENCE

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FENCE

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OIL STORAGE BUILDING

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CONCRETE APRON

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HEADWALL

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TRENCH DRAIN

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PROPANE TANK OVER CONC. PAD

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GRAVEL

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CONCRETE PAD

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WATER SPIGOT

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GAS VALVE

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GRAVEL

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GRAVEL

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ELECTRIC METER

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ELECTRIC PANEL

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CONCRETE PAD & HVAC UNIT

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INVERT 15" ADS PIPE ELEV. = 2507.04

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TOP OF INLET ELEV = 2509.13

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INVERT 12" PIPE ELEV. = 2508.20

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APPROXIMATE WATER MAIN LOCATION

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PROPANE TANK

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APPROXIMATE WATER MAIN LOCATION

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SEWER MANHOLE TOP ELEV = 2506.98

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INV 15" ADS ELEV = 2510.64

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FIREWOOD STORAGE

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INV 15" ADS ELEV = 2506.45

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HEADWALL

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HEADWALL

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PAVED ROAD

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HEADWALL

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HEADWALL

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PAVED ROAD

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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EDGE OF ASPHALT

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TRAV PT #1000

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TRAV PT #1000A

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AutoCAD SHX Text P

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UTILITY POLE, ELECTRIC METER & GUY WIRE

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ELECTRIC BOX ON WOODEN POST

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WATER VALVE (TYPICAL)

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WATER WELL

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ELECTRIC PANEL

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WATER VALVE (TYPICAL)

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ELECTRIC PANEL

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UTILITY POLE

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UTILITY POLE #2 & ELECTRIC METER

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UTILITY POLE

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UTILITY MANHOLE

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WATER SPIGOT

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GAS VALVE

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ELECTRIC METER

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ELECTRIC PANEL

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APPROXIMATE WATER MAIN LOCATION

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AutoCAD SHX Text MD Dept. of Natural ResourcesMD Dept. of Natural Resources

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GARRETT COUNTY, MARYLAND

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SWANTON

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DAY USE & CAMPGROUND RESURFACING

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DEEP CREEK LAKE STATE PARK

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CAMPGROUND GATE REPLACEMENT

AutoCAD SHX Text P-008-181-010

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JUNE, 2020

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REVISED PER FACILITY COMMENTS

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REVISED PER DGS COMMENTS

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CAMPGROUND ENTRANCE - EXISTING GATE

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SCALE: 1" = 30'

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HORIZONTAL SCALE

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 10/19

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PROPOSED ENTRANCE GATE

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SCALE: 1" = 20'

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HORIZONTAL SCALE

AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-0"

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HDPE BOLLARD COVER OVER 6" O.D. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE.

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FINISHED GRADE

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AutoCAD SHX Text 1'-6"

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PLAN VIEW

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8" LAYER OF CR-6 SUB-BASE

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FILTER FABRIC

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GRADE

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CHAMFER

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UNDISTURBED EARTH

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AutoCAD SHX Text N.T.S.

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HDPE BOLLARD COVER OVER 6" O.D. SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE.

AutoCAD SHX Text 4'-0"

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SLAB REINFORCEMENT #4 REBAR 12" O.C EACH WAY

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11" THICK REINFORCED CONCRETE ISLAND. SHA MIX # 3 - 3,500 PSI

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8" THICK REINFORCED CONCRETE PAD. SHA MIX # 3 - 3,500 PSI

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POST PRE-BID ADDENDUM: ADD ALTERNATE # 1

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Sheets and Views

SHEET C.5

File details come from the government source that posted it. Updated May 11, 2024.