Attachment 1 - Lake Sherwood Phase 2 Drawings.pdf

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GAOA Lake Sherwood Phase 2
Solicitation number
12445523R0005
Issued by

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This document provides details for a federal solicitation seeking construction services. The USDA Forest Service is soliciting bids to complete removal and replacement of existing toilet and shower buildings with pre-cast concrete structures at the Lake Sherwood Campground in Monongahela National Forest, West Virginia. Work includes demolition, site preparation, utility reconnection, concrete pouring and finishing, walkway installation, lift station replacement, and landscaping. The pre-bid site visit is scheduled for February 15, 2023 and the construction magnitude is estimated between $500,000 to $1 million. This procurement will use NAICS code 236220 with a $39.5 million small business size standard. Interested parties should refer to solicitation number 12445523R0005 and supporting documents for full requirement details.

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Other files

File Type Posted
Attachment 5 - ACM Inspection Report - Sherwood Lake Facilities - March 2021.pdf PDF
Attachment 6 - Sherwood Phase 2 Pre-Bid Q and As.pdf PDF
RFP 12445523R0005 Amendment 0001 - Lake Sherwood Phase 2.pdf PDF
Lake Sherwood Phase 2 Prebid sign in.pdf PDF
Attachment 2 - Lake Sherwood Phase 2 Specifications.pdf PDF
RFP 12445523R0005 - Lake Sherwood Phase 2.pdf PDF
Attachment 4 - Lake Sherwood Phase II Wage Determination.pdf PDF
Attachment 3 - ACM Inspection Report - Sherwood Lake Facilities - March 2021.pdf PDF

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

LAKE SHERWOOD PHASE II

FROM THE WHITE SULPHUR RANGER DISTRICT OFFICE, TURN LEFT ONTO MAIN STREET, TRAVELING

EAST FOR 0.6 MILES. TURN LEFT ONTO WV-92 NORTH/POCAHONTAS TRAIL FOR 15.4 MILES. TURN

RIGHT ONTO LAKE SHERWOOD ROAD FOR 10.5 MILES TO REACH THE LAKE SHERWOOD CAMPGROUND

AREA AND GENERAL PROJECT LOCATION.

LATTITUDE: 38.007581; LONGITUDE: -80.010215

WHITE SULPHUR RANGER DISTRICT

LAKE SHERWOOD

PHASE II BUILDING IMPROVEMENT PROJECT

BUILDING IMPROVEMENT PROJECT

RECOMMENDED BY:

APPROVED:

DESIGNER DATE

WHITE SULPHUR DISTRICT RANGER DATE

DIRECTOR OF ENGINEERING

DATE

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WEST VIRGINIA

GREENBRIER COUNTY

R 09 EASTERN REGION

MONONGAHELA NATIONAL FOREST

WHITE SULPHUR RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

5/31/2022

05/31/2022

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COVERSHEET

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PROJECT MAP 1

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PROJECT MAP 2

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GENERAL NOTES

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GENERAL NOTES

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STANDARD DETAIL - SANTIAGO 1

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STANDARD DETAIL - SANTIAGO 2

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STANDARD DETAIL - CORTEZ 1

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STANDARD DETAIL - CORTEZ 2

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STANDARD DETAIL - MONTROSE 1

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STANDARD DETAIL - MONTROSE 2

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STANDARD DETAIL - LIFT STATION BASIN AND SIDEWALK

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SITE 1 PICTURES

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SITE 1 DEMO/DESIGN PLAN

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SITE 2 PICTURES

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SITE 2 DEMO/DESIGN PLAN

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SITE 3 PICTURES (OPTIONAL ITEM 1)

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SITE 3 DEMO/DESIGN PLAN (OPT 1)

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SITE 4 PICTURES (OPTIONAL SITE 2)

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SITE 4 DEMO/DESIGN PLAN (OPT. 2)

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AutoCAD SHX Text Chad H. Arbogast

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

LAKE

SHERWOOD

PHASE II

BUILDING

IMPROVEMENTS

MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

LOCATION MAP 1

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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SHERWOOD

PHASE II

BUILDING

IMPROVEMENTS

MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

LOCATION MAP 2

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R-09

EASTERN REGION

LAKE

SHERWOOD

PHASE II

BUILDING

IMRPOVEMENTS

MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

GENERAL NOTES

02/15/22

C. ARBOGAST

C. ARBOGAST

X.XXX

04 20

GENERAL NOTES

MOBILIZATION

Pay item includes all costs associated with mobilizing equipment and materials to the project site, bonding, and preparatory work and submittals prior to start of on site work.

ASBESTOS REMOVAL

Pay item includes all labor, materials, and supplies required to remove and dispose of asbestos containing materials from specified buildings. All buildings slated for removal contain transite, asbestos wall board. Materials shall be disposed of in accordance with all applicable local,state, federal laws and project specifications.

NEW SHOWER BUILDINGS

This item includes the demolition and removal of two existing shower buildings located in the areas identified as Upper Meadow Creek and Lower Meadow Creek project sites. Demolition and removal actions include removing existing buildings/foundations, access control posts, designated water fountains associated with these buildings and waterline from the fountains to the valve box.

This item includes: site preparation for new buildings, furnishing and installing new precast concrete shower buildings with all fixtures, plumbing, electrical, and sewage, reconnecting new building to existing utilities, testing electrical connections and plumbing, creating new concrete walkways for access to entrances, final site grading, furnishing/installing new access control posts, and seeding at mulching activities at both locations, OPTIONAL - NEW FLUSH TOILET BUILDINGS

This item includes DEMO/REMOVAL of existing toilet building/foundation, any associated walkways, the removal of designated water fountains and associated waterline to the valve box, and the removal of the existing access control posts associated with this building.

This item also includes all site preparation for new toilet building; furnishing and installing a new precast concrete flush toilet with plumbing, electrical, sewage and fixtures; reconnecting the new building to existing utilities; creating new concrete access walkways to the entrance, doing final site grading and seeding/mulching activities in the Cales Knoll area (optional item 1) and the Picnic Area (optional item 2). Item also includes removing existing culvert and furnishing/installing 10 ft of 8" steel pipe at specified location near the Picnic Area site.

UTILITIES

The Contractor is advised that there are known utilities near the project sites. Location of all utilities must be verified and marked via Miss Utility of West Virginia (1-800-245-4848) prior to any ground disturbing activities

EQUIPMENT CLEANING

The contractor shall clean equipment of all mud, dirt, seed, and debris, prior to mobilizing to the project site. After cleaning, the contractor shall contact the COR for inspection and acceptance of equipment cleanliness.

TREE REMOVAL

Tree removal is incidental to applicable items of construction.

Trees designated for removal, by the Forest Service, shall be removed from the work site. Trees will be disposed of within one mile of the work site, in a manner and area approved by the Forest Service.

Tree Removal shall include removal of stump, stem, and branches, filling of holes created by stump removal, and grading/contouring the impacted area to create proper drainage. Holes created in such a manner shall be filled with random material which is compacted to a density equal to or greater than the adjacent soils (confirmed by visual inspection). Additional trees, whose removal may be necessary for construction activities, may be removed only after approval of the Forest Service, and must be removed in the same manner.

CONCRETE WALKWAY CONSTRUCTION (5 ft width) This item shall include all costs associated with equipment, materials, and labor to perform all work associated with creating walkways in designated areas and in accordance with plans and specifications.

Prior to placement of concrete, the contractor shall excavate and shape area for walkway, so that finished concrete surface is of consistent slope over the entire length of the new walkway (or as approved by COR) and so that finished surface is flush with the surrounding ground..Surrounding ground shall be sloped to drain away from new walkway.

A stone base course, comprised of a minimum of 3" of compacted crushed aggregate meeting this gradation - (100% passing 11

2" sieve, 80-100% passing 34" sieve, 35-75% passing 38"sieve, 10-30% passing .#40 sieve, 0-10% passing #200 sieve) shall be placed the full width and length of the walkway. Stone shall be compacted to 95% of maximum dry density. .

Forms shall be of wood or metal and shall extend full depth of the concrete. All forms shall be straight, free of warp, and of sufficient strength to resist the pressure of the concrete without deforming. Bracing and staking of forms shall be such that the forms remain in both horizontal and vertical alignment until their removal. All forms shall be cleaned and oiled prior to use.

Concrete for walkways shall be air entrained Portland cement mixture with a minimum mix design strength of 4000 PSI (28 day break) and air entrainment of 5% +/- 2%. All walkways shall be poured a minimum of 4 inches deep and 5 ft wide. A single layer of steel welded wire mesh (6"X6" grid) shall be placed as reinforcement in the vertical center of the concrete slab (2" clearance from all edges). Where new walkways abut the concrete buildings, the contractor shall drill holes a minimum of 3" deep and attached #4 rebar (min 8" in length) on 2 feet c/c spacing the length of the junction. Rebar shall be epoxyed in place. Epoxy shall be appropriate to application and materials and recommended for the intended use by the manufacturer. Rebar shall be situated as to be in the vertical center of the new concrete slab. Where new concrete meets other existing concrete surfaces and at 30 ft intervals, Expansion joints shall be created utilizing joint filler meeting the Requirements of AASHTO M213. .

Concrete shall be vibrated for consolidation using a mechanical vibrator. Fresh concrete shall be struck off and consolidated until a layer of mortar has been brought to the surface. The surface shall be finished to grade with a float, troweled smooth, and finished with a broom. The float shall be not less than 10 ft in length and not less than 6 inches in width. Brooming shall be transverse to traffic, and the broom shall be kept clean during the brooming process to insure even texture.

All outside edges of the slab and all joints shall be edged with a 14" radius edging tool..The surface of the sidewalk will be marked into 25SF squares with a scoring tool which will form control joints and rounded edges. Joints shall be a minimum of 38" deep and 18" wide.

The slope of the walkways shall not exceed the slope identified in the Architectural Barriers Act Standards for all new walkway installations.

Concrete shall be protected with blankets or other means acceptable to the Forest Service, for a period of 7 days, after placement, if ambient air temperatures are expected to fall below 50 degrees.

After curing a minimum of 3 days, topsoil shall be place along exposed edges of concrete structures as needed to blend new surfaces to existing ground elevations, at a maximum of a 4:1 slope. Disturbed areas associated with walkway construction shall be seeded and mulched once final grading is completed and accepted.

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UPPER MEADOW CREEK

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SHOWER BUILDING

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LOWER MEADOW CREEKSHOWER BUILDING

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3" COMPACTED CRUSHED AGGREGATE BASE

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CONCRETE SIDEWALK MIN. 4" DEEP

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CONTROL JOINT 1/4" R MIN 3/8" DEEP

AutoCAD SHX Text NOTES 1) CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS 2) EXPANSION JOINTS TO BE PLACED EVERY 30 FT EXPANSION JOINTS TO BE PLACED EVERY 30 FT 3) MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)

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WALKWAY STANDARD CONSTRUCTION DETAIL WITH CONSTRUCTION CONTROL JOINT DETAIL

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NO SCALE

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CORTEZ

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FLUSH

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TOILET

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SANTIAGO STYLE

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SHOWER BUILDING

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REMOVE FOUNTAIN, ASSOCIATED CONCRETE PAD, & WATER LINE TO VALVE BOX

AutoCAD SHX Text CONSTRUCT 5FT x 4 INCHES DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY (approximately 650 SF TOTAL).

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text FENCED AREA: REMOVE FENCE AS NEEDED TO ACCESS L.S. FOR REPLACEMENT OF BASIN. REPLACE ALL REMOVED FENCE WITH NEW, IN KIND, PRESSURE TREATED MATERIALS

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PROPANE

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BREAKER

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BOXES

AutoCAD SHX Text INSTALL NEW SANTIAGO STYLE SHOWER WITH DRINKING FOUNTAIN. & FROST FREE FAUCET, CONNECT TO EXISTING UTILITIES

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FENCED AREA

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REMOVE EXISTING CONCRETE SLAB, GRADE, SEED & MULCH

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INSTALL NEW SANTIAGO STYLE SHOWER. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text INSTALL NEW SANTIAGO STYLE SHOWER WITH DRINKING FOUNTAIN & FROST FREE FAUCET. CONNECT TO EXISTING UTILITIES

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX CONCRETE THIS SITE 775 SF TOTAL)

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PROPANE

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LOWER MEADOW PICS

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UPPER MEADOW PICS

AutoCAD SHX Text CONSTRUCT WALKWAY TO WIDTHS SHOWN x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 265 SF OF CONCRETE TOTAL.')

AutoCAD SHX Text REMOVE EXISTING ASPHALT. CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 120')

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text INSTALL NEW CORTEZ STYLE TOILET WITH DRINKING FOUNTAIN AND FROST FREE FAUCET. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text INSTALL NEW MONTROSE STYLE TOILET WITH DRINKING FOUNTAIN AND FROST FREE SPIGOT.. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY (APPROX. 570 SF OF CONCRETE TOTAL.

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SANTIAGO STYLE

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SHOWER BUILDING

AutoCAD SHX Text REMOVE EXISTING LIFT STATION BASIN. SET NEW BASIN (EQUAL TO EXISTING DIMENSION AT EXISTING ELEVATIONS) TO GRADE RESET EXISTING RAILS, PUMPS AND HARDWARE, RECONNECT LIFT STATION.

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BATHROOM SIDE

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SHOWER SIDE

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REMOVE EXISTING WATER FOUNTAIN AND ASSOCIATED WATER LINE TO VALVE BOX

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REMOVE EXISTING LINE TO VALVE BOX

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WV

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WV

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ELEC.

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CORTEZ STYLE

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CALES KNOLL PICS

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PICNIC AREA TOILET

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MONTROSE STYLE FLUSH TOILET

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XXXXX

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MONTROSE STYLE

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FLUSH TOILET

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MONTROSE STYLE

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FLUSH TOILET

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REMOVE EXISTING FOUNTAIN AND ASSOCIATED WATERLINE TO VALVE BOX.

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WV

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CREATE SMOOTH, EVEN TRANSITION TO EXISTING FLAGSTONE PAD.

AutoCAD SHX Text REMOVE EXISTING CULVERT. REPLACE WITH 10 FT OF 8" DIAMETER STEEL PIPE. ALIGN WITH DRAINAGE AND COMPACT FILL AROUND CULVERT WHEN PLACING. SHAPE DITCH UP AND DOWN STREAM 10 FT FOR PROPER DRAINAGE.

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EXISTING GUY WIRE TO EXISTING POLE

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY AROUND ENTIRE PERIMETER OF BUILDING.

AutoCAD SHX Text REMOVE TREES, STUMPS, AND TOP SOIL. PLACE STABILIZATION FABRIC (approx 700 sf), PLACE 6" COMPACTED " CRUSHER RUN 34" CRUSHER RUN AGGREGATE (approx. 25 tons) TO CREATE MODERATELY SLOPED PARKING AREA SHAPED TO DRAIN TO EXISTING NATURAL DRAINAGE AREA. REMOVED TOP SOIL TO BE STOCKPILED FOR USE DRESSING EDGES OF NEW CONCRETE WALKWAYS AND SLABS.

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CUT CONSTRUCTION JOINTS AT THESE LOCATIONS

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ELEC.

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REMOVE EXISTING WATER FOUNTAIN AND ASSOCIATED WATER LINE TO VALVE BOX

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CUT CONSTRUCTION JOINT AT THIS LOCATION

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EXPANSION JOINT 30 FT C/C

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EXPANSION JOINT

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1/4 " WIDE FULL

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DEPTH @ 30 FT

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C/C SPACING

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R-09

EASTERN REGION

LAKE

SHERWOOD

PHASE II

BUILDING

IMRPOVEMENTS

MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

GENERAL NOTES

02/15/22

C. ARBOGAST

C. ARBOGAST

X.XXX

05 20

GENERAL NOTES

CONCRETE WALKWAYS (10 FT WIDTH)

10 FT Concrete walkways shall follow the same specifications as the 5 ft walkways, with the exception of expansion and joint construction. Joints in 10ft walkways shall be cut in place 24 -48 hours after placement of concrete is complete. Joints shall be cut perpendicular to the face of the building the slab abuts, and shall be located at each building edge and at the center of the building. Joints shall be 14 inch wide and a minimum of 2 12 inches deep, running the full width of the slab. Immediately after cutting, the joints shall be cleaned of dust and debris and shall be filled with silicone joint fill material manufactured for this type of application as recommended by the manufacturer.

PARKING AREA

This item shall include all costs associated with creating the parking area near the Upper Meadow Shower Building site. Cost include all labor, equipment, materials and incidental costs required to construct the parking lot, Including but not limited to: top soil removal, tree removal, site grading preparation, providing and placing fill material, compaction, furnishing and placement of stabilization fabric, placement of aggregate and final site cleanup and grading.

Prior to start of construction, the contractor shall remove all trees within the project area and fill irregularities in grade created by this removal, with compacted suitable random material. All topsoil in the designated parking area shall be removed and stockpiled for dressing around concrete edges associated with other work in the project area.

Area will then be compacted and areas showing pumping will be removed. excavated areas will be filled with suitable random material and compacted.

Woven Filter Fabric for stabilization, meeting the requirements of AASHTO M-288-06 class 1 stabilization and Separation applications, shall be placed over the entire area, designated for parking, as per the manufacturers recommendations Crushed aggregate meeting the gradation specifications reference in the "concrete Walkway" section of the general notes, shall be placed a minimum of 6"deep in the designated "Parking Area". Material shall be placed so that no equipment directly contacts the stabilization fabric. Aggregate shall be placed in a single lift and compacted to 95% of maximum dry density.

Parking area shall be sloped to drain toward natural occurring drainage adjacent to the area, shall be smooth (less than 14" deviation on 10 ft straight edge), and edges shall be sloped to blend into adjacent surfaces so no hard drop offs are created.

REQUIRED SUBMITTALS

The following submittals shall be approved by the COR before ordering, delivery, or placement on site:

1) Project Schedule

2) Safety plan

3) Quality Control plan including source of materials and testing procedures

4) Concrete mix design

5) Shop drawings for concrete structures

6) Shop drawings for lift station

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UPPER MEADOW CREEK

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SHOWER BUILDING

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LOWER MEADOW CREEKSHOWER BUILDING

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3" COMPACTED CRUSHED AGGREGATE BASE

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CONCRETE SIDEWALK MIN. 4" DEEP

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CONTROL JOINT 1/4" R MIN 3/8" DEEP

AutoCAD SHX Text NOTES 1) CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS 2) EXPANSION JOINTS TO BE PLACED EVERY 30 FT EXPANSION JOINTS TO BE PLACED EVERY 30 FT 3) MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)

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WALKWAY STANDARD CONSTRUCTION DETAIL WITH CONSTRUCTION CONTROL JOINT DETAIL

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NO SCALE

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CORTEZ

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FLUSH

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TOILET

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SANTIAGO STYLE

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SHOWER BUILDING

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REMOVE FOUNTAIN, ASSOCIATED CONCRETE PAD, & WATER LINE TO VALVE BOX

AutoCAD SHX Text CONSTRUCT 5FT x 4 INCHES DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY (approximately 650 SF TOTAL).

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text FENCED AREA: REMOVE FENCE AS NEEDED TO ACCESS L.S. FOR REPLACEMENT OF BASIN. REPLACE ALL REMOVED FENCE WITH NEW, IN KIND, PRESSURE TREATED MATERIALS

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PROPANE

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ELEC.

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BREAKER

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BOXES

AutoCAD SHX Text INSTALL NEW SANTIAGO STYLE SHOWER WITH DRINKING FOUNTAIN. & FROST FREE FAUCET, CONNECT TO EXISTING UTILITIES

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FENCED AREA

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REMOVE EXISTING CONCRETE SLAB, GRADE, SEED & MULCH

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INSTALL NEW SANTIAGO STYLE SHOWER. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text INSTALL NEW SANTIAGO STYLE SHOWER WITH DRINKING FOUNTAIN & FROST FREE FAUCET. CONNECT TO EXISTING UTILITIES

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX CONCRETE THIS SITE 775 SF TOTAL)

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PROPANE

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LOWER MEADOW PICS

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UPPER MEADOW PICS

AutoCAD SHX Text CONSTRUCT WALKWAY TO WIDTHS SHOWN x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 265 SF OF CONCRETE TOTAL.')

AutoCAD SHX Text REMOVE EXISTING ASPHALT. CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 120')

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text INSTALL NEW CORTEZ STYLE TOILET WITH DRINKING FOUNTAIN AND FROST FREE FAUCET. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text INSTALL NEW MONTROSE STYLE TOILET WITH DRINKING FOUNTAIN AND FROST FREE SPIGOT.. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY (APPROX. 570 SF OF CONCRETE TOTAL.

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SANTIAGO STYLE

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SHOWER BUILDING

AutoCAD SHX Text REMOVE EXISTING LIFT STATION BASIN. SET NEW BASIN (EQUAL TO EXISTING DIMENSION AT EXISTING ELEVATIONS) TO GRADE RESET EXISTING RAILS, PUMPS AND HARDWARE, RECONNECT LIFT STATION.

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BATHROOM SIDE

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SHOWER SIDE

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REMOVE EXISTING WATER FOUNTAIN AND ASSOCIATED WATER LINE TO VALVE BOX

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REMOVE EXISTING LINE TO VALVE BOX

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CALES KNOLL PICS

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PICNIC AREA TOILET

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MONTROSE STYLE FLUSH TOILET

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MONTROSE STYLE

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FLUSH TOILET

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MONTROSE STYLE

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FLUSH TOILET

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REMOVE EXISTING FOUNTAIN AND ASSOCIATED WATERLINE TO VALVE BOX.

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WV

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CREATE SMOOTH, EVEN TRANSITION TO EXISTING FLAGSTONE PAD.

AutoCAD SHX Text REMOVE EXISTING CULVERT. REPLACE WITH 10 FT OF 8" DIAMETER STEEL PIPE. ALIGN WITH DRAINAGE AND COMPACT FILL AROUND CULVERT WHEN PLACING. SHAPE DITCH UP AND DOWN STREAM 10 FT FOR PROPER DRAINAGE.

AutoCAD SHX Text

EXISTING GUY WIRE TO EXISTING POLE

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY AROUND ENTIRE PERIMETER OF BUILDING.

AutoCAD SHX Text REMOVE TREES, STUMPS, AND TOP SOIL. PLACE STABILIZATION FABRIC (approx 700 sf), PLACE 6" COMPACTED " CRUSHER RUN 34" CRUSHER RUN AGGREGATE (approx. 25 tons) TO CREATE MODERATELY SLOPED PARKING AREA SHAPED TO DRAIN TO EXISTING NATURAL DRAINAGE AREA. REMOVED TOP SOIL TO BE STOCKPILED FOR USE DRESSING EDGES OF NEW CONCRETE WALKWAYS AND SLABS.

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CUT CONSTRUCTION JOINTS AT THESE LOCATIONS

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ELEC.

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REMOVE EXISTING WATER FOUNTAIN AND ASSOCIATED WATER LINE TO VALVE BOX

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CUT CONSTRUCTION JOINT AT THIS LOCATION

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EXPANSION JOINT 30 FT C/C

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EXPANSION JOINT

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1/4 " WIDE FULL

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DEPTH @ 30 FT

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C/C SPACING

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ITEM NUMBER

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DESCRIPTION

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UNIT

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QUANTITY

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MOBILIZATION

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ASBESTOS REMOVAL

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UPPER/LOWER MEADOW CREEK SHOWER BUILDINGS

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UPPER MEADOW PARKING AREA

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NEW LIFT STATION BASIN - LOWER MEADOW

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CONCRETE WALKWAYS - UPPER MEADOW AND LOWER MEADOW

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OPTION 1 PROJECT ITEMS

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DESCRIPTION

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UNIT

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LS

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ASBESTOS REMOVAL CALES KNOLL

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LS

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CONCRETE WALKWAYS CALES KNOLL

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LS

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OPTION 2 PROJECT ITEMS

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UNIT

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PICNIC AREA FLUSH TOILET

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ASBESTOS REMOVAL PICNIC AREA

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LS

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CONCRETE WALKWAYS PICNIC AREA

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LS

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United States Department of Agriculture Forest Service

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WHITE SULPHUR DISTRICT

SANTIAGO DETAIL 2

02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

06 20

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02/15/2022

C. ARBOGAST

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X.XXX

07 20

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02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

08 20

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02/15/2022

C. ARBOGAST

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X.XXX

09 20

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FOREST

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02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

10 20

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IMPROVEMENTS

MONONGHELA NATIONAL

FOREST

WHITE SULPHUR RANGER DISTRICT

LIFT STATION AND

WALKWAY DETAIL

02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

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3" COMPACTED CRUSHED AGGREGATE BASE

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CONCRETE SIDEWALK MIN. 4" DEEP

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CONTROL JOINT 1/4" R MIN 3/8" DEEP

AutoCAD SHX Text NOTES 1) CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS CONSTRUCTION CONTROL JOINTS SHALL BE AT 5' OC SPACINGS 2) EXPANSION JOINTS TO BE PLACED EVERY 30 FT EXPANSION JOINTS TO BE PLACED EVERY 30 FT 3) MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)MAXIMUM CROSS SLOPE SHALL BE 2% (INSLOPE)

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WALKWAY STANDARD CONSTRUCTION DETAIL WITH CONSTRUCTION CONTROL JOINT DETAIL

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NO SCALE

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EXPANSION JOINT 30 FT C/C

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EXPANSION JOINT

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1/4 " WIDE FULL

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DEPTH @ 30 FT

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PROJECT NAME

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United States Department of Agriculture Forest Service

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NATIONAL FOREST

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C. ARBOGAST

X.XXX

14 20

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX CONCRETE THIS SITE 775 SF TOTAL)

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C. ARBOGAST

C. ARBOGAST

X.XXX

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NATIONAL FOREST

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02/15/2022

C. ARBOGAST

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X.XXX

16 20

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NATIONAL FOREST

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CALES KNOLL TOILET

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02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

17 20

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PROJECT NAME

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MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

OPTIONAL ITEM 1

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02/15/2022

C. ARBOGAST

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X.XXX

18 20

AutoCAD SHX Text CONSTRUCT WALKWAY TO WIDTHS SHOWN x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 265 SF OF CONCRETE TOTAL.')

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CUT CONSTRUCTION JOINT AT THIS LOCATION

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NATIONAL FOREST

WHITE SULPHUR DISTRICT

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02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

19 20

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IMPROVEMENTS

MONONGAHELA

NATIONAL FOREST

WHITE SULPHUR DISTRICT

OPTIONAL ITEM 2

PICNIC AREA TOILET

DEMO-DESIGN PLAN

02/15/2022

C. ARBOGAST

C. ARBOGAST

X.XXX

20 20

AutoCAD SHX Text REMOVE EXISTING ASPHALT. CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY. (APPROX 120')

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REMOVE EXISTING BUILDING, FOUNDATION, AND ASSOCIATED FEATURES

AutoCAD SHX Text INSTALL NEW MONTROSE STYLE TOILET WITH DRINKING FOUNTAIN AND FROST FREE SPIGOT.. CONNECT TO EXISTING UTILITIES

AutoCAD SHX Text CONSTRUCT 5' WIDE x 4" DEEP, REINFORCED, ACCESSIBLE, CONCRETE WALKWAY (APPROX. 570 SF OF CONCRETE TOTAL.

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MONTROSE STYLE

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