Plans - CACAPON PHASE II E -Across the River.pdf

PDF 46 MB Posted Mar 2, 2026

Attached to: Cacapon Resort State Park Ph2 Trails - "Across The River"
Solicitation number: CRFQ 0310 DNR2600000014 1
Issued by: Monongalia County, West Virginia

About this file

Written by GovTribe AI · Mar 11, 2026

This document consists of construction plans and technical specifications for the Cacapon Resort State Park Mountain Bike Trails Phase II – Across the River project, a collaborative effort between the West Virginia Department of Natural Resources (Owner), Civil & Environmental Consultants, Inc. (Engineer), and Nature Trails NC, LLC (Trail Designer). The project involves the design and construction of mountain bike trails across the river at Cacapon Resort State Park in Morgan County, West Virginia, funded through an EDA Award (Number 01-79-15230). The plans include comprehensive site analysis drawings covering existing conditions related to land use, soil maps, slope analysis, and pre- and post-construction drainage maps. The project encompasses three primary trails: Trail 200, Trail 250, and Trail 251, with construction details specifying typical trail cross-sections, trail hubs, grade reversals, water crossings using boardwalks and rock armor, climbing turns, rock walls, descending turns, trail decommissioning procedures, and bridge installations. Environmental compliance is addressed through erosion and sedimentation control narrative notes and construction details across seven detailed specification sheets. The trail designer is Matt Malone, CEO of Nature Trails NC, LLC, and the project is scheduled for completion in September 2025.

The technical specifications establish standard construction and administrative requirements for the project, including provisions for temporary facilities, utilities, site management, quality assurance, and project record documentation. The contractor is required to comply with all local codes, obtain applicable permits, and pay all required fees prior to beginning work. Environmental protection measures include adherence to WVDEP Storm Water Associated with Construction Activities General Permit requirements and protection of existing vegetation and site conditions. The contractor must furnish maintenance service for one year from the date of Substantial Completion and maintain detailed project record documents throughout construction. A preconstruction conference must be conducted no later than 15 days after execution of the agreement, and a project closeout conference must occur no later than 14 days prior to Substantial Completion. The contract requires a registered West Virginia land surveyor for field engineering services and establishes standard protocols for requests for information, progress meetings, temporary facility installation, and final project closeout and inspection procedures.

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File	Type	Posted
Solicitation Docs 3-2-2026.pdf	PDF	Mar 2, 2026
Final_CRFQ_0310_DNR2600000014_1_WV_CRFQ_FORM.PDF	PDF	Mar 2, 2026
Tech Specs - CACAPON PHASE II E -Across the River.pdf	PDF	Mar 2, 2026

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8 34567 12

D E

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C M

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C000e

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A C

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CIVIL ENGINEER

WVDNR

CACAPON RESORT STATE PARK MOUNTAIN BIKE TRAILS

PHASE II - ACROSS THE RIVER

EDA AWARD NUMBER: 01-79-15230

NPDES PERMIT SET

MORGAN COUNTY, WEST VIRGINIA

SEPTEMBER, 2025

SITE MAP

TRAIL DESIGNER NORTH

CLIENT

WEST VIRGINIA DEPARTMENT OF

NATURAL RESOURCES

OWNER/TEAM INFORMATION

333 BALDWIN ROAD · PITTSBURGH, PA · 15205-9072

412-429-2324 · 800-365-2324 www.cecinc.com

NATURE TRAILS NC, LLC

DESIGN AND CONSTRUCTION

SITE

1. ENVIRONMENTAL DELINEATION CORRIDOR WAS COMPLETED BY CIVIL &

ENVIRONMENTAL CONSULTANTS, INC. ON AUGUST 2024.

2. EXISTING CONDITIONS INFORMATION SHOWN IN THIS DOCUMENT WAS

OBTAINED FROM PUBLICLY AVAILABLE SOURCES FROM THE WEST VIRGINIA GIS

TECHNICAL CENTER (WVGIS) WEBSITE, FROM USGS QUAD MAPS, AND OTHER

LOCAL GROUPS. AERIAL IMAGERY IS DATED 2021. CEC IS NOT RESPONSIBLE

FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.

3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND

OWNER'S REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO

PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE

COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS

AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL

APPLICABLE PERMITS, AND PAY ALL REQUIRED FEES PRIOR TO BEGINNING

WORK.

GENERAL NOTES

A S

S H

O W

DRAWING INDEX

SHEET

NUMBER

DRAWING

NUMBER SHEET TITLE

1 C000e Cover Sheet

2 C100 Existing Conditions - Land Use

3 C101 Existing Conditions - Soil Map

4 C102 Existing Conditions - Slope Map

5 C103 Pre-Construction Drainage Map

6 C104 Post-Construction Drainage Map

7 C200 Trail Overview

8 C201 Project Notes

9 C202 Trail 200

15 C208 Trail 250

16 C209 Trail 251

31 C900 ESC Narrative Notes

32 C901 Trail Matrix

33 C902 Construction Details 1

34 C903 Construction Details 2

35 C904 Construction Details 3

36 C905 Construction Details 4

37 C906 Construction Details 5

38 C907 Construction Details 6

39 C908 Construction Details 7

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

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P A

R K

M O

R G

A N

C O

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B o ul ev ar d

B ri d g ep o rt

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P h : 3

· 8

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C M

M R

C100

E X

N G

C O

N D

N S

A N

D U

S E

A S

S H

O W

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

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A N

C O

U N

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E S

T V

E D

A A

W A

R D

N O

-7 9-w w w

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co m

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B o ul ev ar d

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M R

C101

E X

N G

C O

N D

N S

M A

NORTH

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

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DRAWING NO.:

C A

P O

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O R

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C102

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A P

NORTH

A S

S H

D E

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N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

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N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

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C M

M R

NORTH

C103

P R

E -C

O N

U C

N D

R A

G E

M A

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

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A A

W A

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B o ul ev ar d

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, W V

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C M

M R

NORTH

C104

P O

S T-

C O

N S

O N

D R

A G

E M

A P

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

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E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

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O R

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P A

R K

M O

R G

A N

C O

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C M

M R

NORTH

C200

V E

R V

A S

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C O

R D

D A

D W

G S

C A

D R

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K E

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A P

P R

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E D

B Y

P R

C T

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SHEET OF

DRAWING NO.:

C A

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P A

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M O

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A N

C O

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A A

W A

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C M

M R

C201

P R

C T

N O

A S

S H

TRAIL 200 OVERALL PROFILE

NORTH

8 34567 12

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

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E S

T V

E D

A A

W A

R D

N O

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co m

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B o ul ev ar d

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C M

M R

C202

S S

H O

TRAIL 250 PROFILE

8 34567 12

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

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A N

C O

U N

, W

E S

T V

E D

A A

W A

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N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

, W V

P h : 3

· 8

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C M

M R

NORTH

C208

A S

S H

TRAIL 251 PROFILE

8 34567 12

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

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SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

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M O

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C O

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A A

W A

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B o ul ev ar d

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C M

M R

NORTH

C209

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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co m

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B o ul ev ar d

B ri d g ep o rt

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· 8

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C M

M R

C900

E S

C N

A R

R A

E N

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

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B o ul ev ar d

B ri d g ep o rt

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C M

M R

C901

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

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B o ul ev ar d

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C M

M R

C902

C O

N S

O N

D E

DETAIL 01

TYPICAL TRAIL CROSS SECTION

DETAIL 02

TRAIL HUB

DETAIL 03

SITE CRAFTED COMPOST LOG

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

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B o ul ev ar d

B ri d g ep o rt

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C M

M R

C903

C O

N S

O N

D E

DETAIL 04

GRADE REVERSALS

DETAIL 05

BORROW PIT

DETAIL 06

SAMPLE TREE SURVEY

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

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C M

M R

C904

C O

N S

O N

D E

DETAIL 08

BOARDWALK WATER CROSSING

DETAIL 07

RIP RAP DISSIPATER

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

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· 8

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C M

M R

C905

C O

N S

O N

D E

DETAIL 11

ROCK WALL

DETAIL 09

TYPICAL CLIMBING TURN

DETAIL 10

ALTERNATE FEATURES

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

, W V

P h : 3

· 8

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C M

M R

C906

C O

N S

O N

D E

DETAIL 12

TYPICAL DESCENDING TURNS

A S

S H

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

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P h : 3

· 8

· F ax : 3

C M

M R

C907

C O

N S

O N

D E

DETAIL 13

TYPICAL TRAIL DECOMMISSIONING

DETAIL 14

TYPICAL ROCK ARMOR

A S

S H

O W

DETAIL 15

TYPICAL ROCK ARMOR WATER CROSSING

D E

S C

N D

N O

R E

C O

R D

D A

D W

G S

C A

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

E D

B Y

P R

C T

N O

SHEET OF

DRAWING NO.:

C A

P O

N R

E S

O R

T S

P A

R K

M O

R G

A N

C O

U N

, W

E S

T V

E D

A A

W A

R D

N O

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.c ec in c.

co m

G en es is

B o ul ev ar d

B ri d g ep o rt

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P h : 3

· 8

· F ax : 3

C M

M R

C908

C O

N S

O N

S D

DETAIL 16

TYPICAL BRIDGE WATER CROSSING DETAIL

A S

S H

Sheets and Views

Cover Sheet The 400 Unit

Cover Sheet Lowlands NICA

Cover Sheet Across the River

C100 Existing Conditions - Land Use

C101 Existing Conditions - Soil Map

C102 Existing Conditions - Slope Map

C103 Pre-Construction Drainage Map

C104 Post-Construction Drainage Map

C200 Trail Overview

C201 Project Notes

C205 TRAIL 215

C207 TRAIL 218

C203 TRAIL 203

C204 TRAIL 212

C206 TRAIL 217

C202 TRAIL 200

C208 TRAIL 250

C209 TRAIL 251

C211 TRAIL 400

C212 TRAIL 401

C900 ESC Narrative Notes

C901 Trail Matrix

C902 Construction Details 1

C903 Construction Details 2

C904 Construction Details 3

C905 Construction Details 4

C906 Construction Details 5

C907 Construction Details 6

C908 Constructions Details 7

Cacapon SP MTB Trails - Phase ll - Across the River.pdf

1-Cover

2-TOC

EDA REQUIRED DOCUMENTS

TECHNICAL SPECIFICATIONS

3_Pricing Page_Cacapon Resort State Park_FIX

011000.00 SFL - Summary

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract Documents, including General and Supplementary Conditions, Division 01, and all related Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1.3 PROJECT INFORMATION

A. Cacapon Resort State Park – Mountain Bike Trails

B. Owner West Virginia Department of Natural Resources – Barrow A. Koslosky, AIA, NCARB

Engineer: Civil & Environmental Consultants, Inc. – Jim Christie, PLA;

Trail Designer: Nature Trails NC, LLC – Matt Malone, CEO

1.4 CONTRACT DESCRIPTION

A. Work of the Project is defined by the Contract Documents and consists of the following:

B. Cacapon Resort State Park – Mountain Bike Trails:

C. Type of Contract

012000.00 SFL - Price and Payment Procedures_FIX

012500.00 SFL - Substitution Procedures

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Quality assurance.

B. Product options.

C. Product substitution procedures.

1.2 QUALITY ASSURANCE

A. Contract is based on products and standards established in Contract Documents without consideration of proposed substitutions.

B. Products specified define standard of quality, type, function, dimension, appearance, and performance required.

C. Substitution Proposals: Permitted for specified products except where specified otherwise. Do not substitute products unless substitution has been accepted and approved in writing by Owner.

1.3 PRODUCT OPTIONS

A. See Section 016000 - Product Requirements.

1.4 PRODUCT SUBSTITUTION PROCEDURES

A. Engineer will consider requests for substitutions only within 30 days after notice to proceed date.

B. Substitutions may be considered when a product becomes unavailable through no fault of Contractor.

C. Document each request with complete data, substantiating compliance of proposed substitution with Contract Documents, including:

D. A request constitutes a representation that Contractor:

E. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request or when acceptance will require revision to Contract Documents.

F. Substitution Submittal Procedure:

1.5 INSTALLER SUBSTITUTION PROCEDURES

A. Engineer will consider requests for substitutions only within 30 days after date established in Notice to Proceed.

B. Document each request with:

C. Substitution Submittal Procedure:

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

013000 - Administative Requirements

013100 FL - Project Management and Coordination

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from Owner, Architect, Engineer or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1.6 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Engineer.

D. Engineer's Action: Engineer will review each RFI, determine action required, and respond. Allow seven working days for Engineer's response for each RFI. RFIs received by Engineer after 1:00 p.m. will be considered as received the following working day.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log monthly. Include the following:

F. On receipt of Engineer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Engineer within seven days if Contractor disagrees with response.

1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. Use of Engineer's Digital Data Files: Digital data files of Engineer's CAD drawings will be provided by Engineer for Contractor's use during construction.

1.8 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Conference: Engineer will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Engineer, but no later than 15 days after execution of the Agreement.

C. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Engineer, but no later than 14 days prior to the scheduled date of Substantial Completion.

D. Progress Meetings: Engineer will conduct progress meetings at regular intervals.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

013216 - Constuction Progress Schedule

013300.00 SFL - Submittal Procedures

014000.00 SFL - Quality Requirements

014200 FL - References

015000.00 SFL - Temporary Facilities and Controls

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Requirements:

1.3 USE CHARGES

A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, Engineer, testing agencies, and authorities having jurisdiction.

B. Sewer Service: Pay sewer-service use charges for sewer usage by all entities for construction operations.

C. Water Service: Pay water-service use charges for water used by all entities for construction operations.

D. Electric Power Service: Pay electric-power-service use charges for electricity used by all entities for construction operations.

1.4 INFORMATIONAL SUBMITTALS

A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

B. Implementation and Termination Schedule: Within 7 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.

C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.

1.5 QUALITY ASSURANCE

A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

1.6 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8-inch-OD top and bottom rails. Provide galvanized-steel bases for supporting posts.

B. Fencing Windscreen Privacy Screen: Polyester fabric scrim with grommets for attachment to chain link fence, sized to height of fence, in color selected by Engineer from manufacturer's standard colors.

C. Wood Enclosure Fence: Plywood, 6 feet high, framed with four 2-by-4-inch rails, with preservative-treated wood posts spaced not more than 8 feet apart.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.

B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Engineer, and construction personnel office activities and to accommodate Project meetings specified in other Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows:

C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.

PART 3 - EXECUTION

3.1 TEMPORARY FACILITIES, GENERAL

A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

3.2 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.3 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.

D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

E. Temporary Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.

F. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

H. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install WiFi cell phone access equipment at a minimum for each field office.

3.4 SUPPORT FACILITIES INSTALLATION

A. General: Comply with the following:

B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas within construction limits indicated on Drawings.

C. Temporary Use of Planned Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same location as permanent roads and paved areas. Construct and maintain temporary roads and paved areas adequate for construction operations. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations.

D. Traffic Controls: Comply with requirements of authorities having jurisdiction.

E. Parking: Provide temporary parking areas for construction personnel.

F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water.

G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Retain "Existing Elevator Use" Paragraph below if existing elevator use will be permitted. Indicate location of Owner's existing elevators permitted to be used in Section 011000 "Summary" or show on Drawings.

I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate.

3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings, requirements of WVDEP Storm Water Associated with Construction Activities General Permit, or authorities having jurisdiction, whichever is more stringent.

D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

E. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.

F. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using materials approved by authorities having jurisdiction.

G. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each workday.

H. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

I. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

3.6 OPERATION, TERMINATION, AND REMOVAL

A. Maintenance: Maintain facilities in good operating condition until removal.

B. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

016000.00 SFL - Product Requirements

017000.00 SFL - Execution and Closeout Requirements

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract Documents, including General and Supplementary Conditions, Division 01, and all related Specification Sections, apply to this Section.

1.2 SECTION INCLUDES

A. Field Engineering.

B. Closeout procedures.

C. Starting of systems.

D. Demonstration and instructions.

E. Project record documents.

F. Product warranties and product bonds.

G. Examination.

H. Preparation.

I. Execution.

J. Protecting installed construction.

K. Final cleaning.

L. Repair of work.

1.3 FIELD ENGINEERING

A. Employ land surveyor registered in State of West Virginia and acceptable to Engineer.

B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered.

C. Control datum for survey is established by Owner-provided survey indicated on Drawings.

D. Verify setbacks and easements; confirm Drawing dimensions and elevations.

E. Provide field Engineering services. Establish elevations, lines, and levels using recognized Engineering survey practices.

F. Maintain complete and accurate log of control and survey Work as Work progresses.

G. Protect survey control points prior to starting Site Work; preserve permanent reference points during construction.

H. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

I. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer.

1.4 CLOSEOUT PROCEDURES

A. Prerequisites to Substantial Completion: Complete following items before requesting Certification of Substantial Completion, either for entire Work or for portions of Work:

B. Substantial Completion Inspection

C. Prerequisites for Final Completion: Complete following items before requesting final acceptance and final payment.

D. Final Completion Inspection:

1.5 PROJECT RECORD DOCUMENTS

A. Maintain on Site one set of the following record documents; record actual revisions to the Work:

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress, not less than weekly.

E. Specifications: Legibly mark and record, at each product Section, description of actual products installed, including the following:

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction as follows:

G. Submit marked-up paper copy documents to Engineer with claim for final Application for Payment.

H. Submit PDF electronic files of marked-up documents to Engineer with claim for final Application for Payment.

1.6 MAINTENANCE SERVICE

A. Furnish service and maintenance of components indicated in Specification Sections for one (1) year from date of Substantial Completion.

B. Examine system components at frequency consistent with reliable operation. Clean, adjust, and lubricate as required.

C. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by manufacturer of original component.

D. Do not assign or transfer maintenance service to agent or Subcontractor without prior written consent of Owner.

PART 2 - PRODUCTS – Not Used

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that existing Site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new Work being applied or attached.

C. Examine and verify specific conditions described in individual Specification Sections.

D. Verify that utility services are available with correct characteristics and in correct locations.

3.2 EXECUTION

A. Comply with manufacturer’s installation instructions, performing each step in sequence. Maintain one set of manufacturer’s installation instructions at Project Site during installation and until completion of construction.

B. When manufacturer’s installation instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Verify that field measurements are as indicated on approved Shop Drawings or as instructed by manufacturer.

D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

E. Adjust operating products and equipment to ensure smooth and unhindered operation.

F. Clean and perform maintenance on installed Work as frequently as necessary through remainder of construction period. Lubricate operable components as recommended by manufacturer.

G. Execute Work by methods to avoid damage to other Work and to provide proper surfaces to receive patching and finishing.

H. Restore Work with new products according to requirements of Contract Documents.

I. Fit Work tight to pipes, sleeves, ducts, conduits, and other penetrations through surfaces.

J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection.

3.3 FINAL CLEANING

A. Execute final cleaning prior to final Project assessment.

B. Clean equipment and fixtures to sanitary condition with appropriate cleaning materials.

C. Clean debris from drainage systems.

D. Clean Site; sweep paved areas and rake clean landscaped surfaces.

E. Remove waste and surplus materials, rubbish, and construction facilities from Site.

017839 FL - Project Record Documents

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for project record documents, including the following:

B. Related Requirements:

1.2 CLOSEOUT SUBMITTALS

A. Record Drawings: Comply with the following:

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised Drawings as modifications are issued.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Engineer’s reference during normal working hours.

019100.00 SFL - Commissioning

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1.2 SUBMITTALS

A. Section 013300 - Submittal Procedures contains requirements for submittals.

1.3 CLOSEOUT SUBMITTALS

A. Section 017000 - Execution and Closeout Requirements contains requirements for closeout submittals.

B. Operation and Maintenance Data: Submit operation and maintenance manuals as specified in individual equipment and system Specifications.

1.4 SCHEDULING

A. Section 013000 - Administrative Requirements contains requirements for scheduling.

B. Schedule Work to allow adequate time for commissioning activities.

C. Identify commissioning milestones, activities, and durations on Progress Schedule.

1.5 MAINTENANCE MATERIALS

A. Section 017000 - Execution and Closeout Requirements contains requirements for maintenance materials.

PART 2 - PRODUCTS

2.1 TEST EQUIPMENT

A. Testing Equipment: Calibrated within last year; of sufficient quality and accuracy to test and measure system performance within the following tolerances unless otherwise specified for individual equipment or systems.

B. Recalibrate test equipment according to manufacturer's recommended intervals and when dropped or damaged.

C. Equipment Furnished by Contractor and Remaining Property of Contractor:

D. Equipment furnished by Commissioning Authority and remaining property of Commissioning Authority:

PART 3 - EXECUTION

3.1 EXAMINATION

A. Section 013000 - Administrative Requirements contains requirements for verification of existing conditions before starting Work.

B. Verify equipment and systems are installed according to individual Specification Sections.

C. Verify utility and power connections are complete and services operational.

3.2 VERIFICATION CHECK AND STARTUP PROCEDURES

A. Schedule verification check and startup activities with each party required to complete verification check and startup a minimum of four weeks in advance.

B. Verification Check and Startup:

C. Deficiencies and Approvals:

3.3 FUNCTIONAL PERFORMANCE TEST PROCEDURES

A. Complete the following before performing functional tests:

B. Notify Engineer of completion of verification check and startup activities.

3.4 DEFICIENCIES AND TEST APPROVALS

A. Deficiencies:

3.5 DEMONSTRATION

A. Section 017000 - Execution and Closeout Requirements contains requirements for demonstration and training.

B. Demonstrate equipment and systems and train Owner's personnel as specified in individual equipment and system Specifications.

ConstructionSpecificationsTemplate_Cacapon

FLY SHEETS

SAM

Cacapon SP MTB Trails - Phase ll - Across the River.pdf

1-Cover

2-TOC

EDA REQUIRED DOCUMENTS

TECHNICAL SPECIFICATIONS

3_Pricing Page_Cacapon Resort State Park_FIX

011000.00 SFL - Summary

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract Documents, including General and Supplementary Conditions, Division 01, and all related Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1.3 PROJECT INFORMATION

A. Cacapon Resort State Park – Mountain Bike Trails

B. Owner West Virginia Department of Natural Resources – Barrow A. Koslosky, AIA, NCARB

Engineer: Civil & Environmental Consultants, Inc. – Jim Christie, PLA;

Trail Designer: Nature Trails NC, LLC – Matt Malone, CEO

1.4 CONTRACT DESCRIPTION

A. Work of the Project is defined by the Contract Documents and consists of the following:

B. Cacapon Resort State Park – Mountain Bike Trails:

C. Type of Contract

012000.00 SFL - Price and Payment Procedures_FIX

012500.00 SFL - Substitution Procedures

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Quality assurance.

B. Product options.

C. Product substitution procedures.

1.2 QUALITY ASSURANCE

A. Contract is based on products and standards established in Contract Documents without consideration of proposed substitutions.

B. Products specified define standard of quality, type, function, dimension, appearance, and performance required.

C. Substitution Proposals: Permitted for specified products except where specified otherwise. Do not substitute products unless substitution has been accepted and approved in writing by Owner.

1.3 PRODUCT OPTIONS

A. See Section 016000 - Product Requirements.

1.4 PRODUCT SUBSTITUTION PROCEDURES

A. Engineer will consider requests for substitutions only within 30 days after notice to proceed date.

B. Substitutions may be considered when a product becomes unavailable through no fault of Contractor.

C. Document each request with complete data, substantiating compliance of proposed substitution with Contract Documents, including:

D. A request constitutes a representation that Contractor:

F. Substitution Submittal Procedure:

1.5 INSTALLER SUBSTITUTION PROCEDURES

A. Engineer will consider requests for substitutions only within 30 days after date established in Notice to Proceed.

B. Document each request with:

C. Substitution Submittal Procedure:

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

013000 - Administative Requirements

013100 FL - Project Management and Coordination

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from Owner, Architect, Engineer or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

1.5 GENERAL COORDINATION PROCEDURES

1.6 REQUEST FOR INFORMATION (RFI)

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Engineer.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log monthly. Include the following:

1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. Use of Engineer's Digital Data Files: Digital data files of Engineer's CAD drawings will be provided by Engineer for Contractor's use during construction.

1.8 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

D. Progress Meetings: Engineer will conduct progress meetings at regular intervals.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

013216 - Constuction Progress Schedule

013300.00 SFL - Submittal Procedures

014000.00 SFL - Quality Requirements

014200 FL - References

015000.00 SFL - Temporary Facilities and Controls

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Requirements:

1.3 USE CHARGES

B. Sewer Service: Pay sewer-service use charges for sewer usage by all entities for construction operations.

C. Water Service: Pay water-service use charges for water used by all entities for construction operations.

D. Electric Power Service: Pay electric-power-service use charges for electricity used by all entities for construction operations.

1.4 INFORMATIONAL SUBMITTALS

B. Implementation and Termination Schedule: Within 7 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.

C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.

1.5 QUALITY ASSURANCE

A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

1.6 PROJECT CONDITIONS

PART 2 - PRODUCTS

2.1 MATERIALS

C. Wood Enclosure Fence: Plywood, 6 feet high, framed with four 2-by-4-inch rails, with preservative-treated wood posts spaced not more than 8 feet apart.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.

C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.

PART 3 - EXECUTION

3.1 TEMPORARY FACILITIES, GENERAL

3.2 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.3 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.

F. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

H. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install WiFi cell phone access equipment at a minimum for each field office.

3.4 SUPPORT FACILITIES INSTALLATION

A. General: Comply with the following:

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File details come from the government source that posted it. Updated Mar 11, 2026.