Construction Plans - Canaan Valley Trail Improvements 04 18 25.pdf

PDF 13 MB Posted Jul 2, 2025

Attached to: Canaan Valley Trail Improvements and Accessibility
Solicitation number: CRFQ-0310-DNR2500000014-3
Issued by: Tucker County, West Virginia

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Other files

File	Type	Posted
Final_CRFQ_0310_DNR2500000014_3_WV_CRFQ_FORM.PDF	PDF	Jul 2, 2025
Addendum #1 6-17-2025.pdf	PDF	Jul 2, 2025
Solicitation Docs 5-9-2025.pdf	PDF	Jul 2, 2025
Project Manual - Canaan Valley Trail Improvements 04 18 25.pdf	PDF	Jul 2, 2025
Final_CRFQ_0310_DNR2500000014_1_WV_CRFQ_FORM.PDF	PDF	Jul 2, 2025
Addendum #2 7-2-2025.pdf	PDF	Jul 2, 2025
Final_CRFQ_0310_DNR2500000014_2_WV_CRFQ_FORM.PDF	PDF	Jul 2, 2025
Geotech Report - Canaan Valley Valley Trail Improvements.pdf	PDF	Jul 2, 2025

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KENTUCKY

OHIO

VIRGINIA

PENNSYLVANIA

a division of

GRW

OVERALL PROJECT

GN-0 TRAIL LOCATIONS

GN-1 GENERAL NOTES 1

GN-2 GENERAL NOTES 2

GN-3 GENERAL NOTES 3

GN-4 STRUCTURAL NOTES 1

GN-5 STRUCTURAL NOTES 2

D-C1 VEGETATION REMOVAL, CLEARING AND DISPOSAL

D-C2 TYPICAL TRAIL SECTIONS

D-C3 TRAIL & PAVEMENT PROFILES

D-C4 CULVERT HEADWALLS

D-C5 DRAINAGE

D-C6 PUNCHEON TRAIL

D-C7 KIOSK TYPE I & MISCELLANEOUS DETAILS

D-C8 RAILING & STEPS

D-C9 SEDIMENT AND EROSION CONTROL DETAILS

D-C10 CURB RAMP & ACCESSIBLE PARKING

D-A1 KIOSK TYPE II PLANS, ELEVATIONS AND NOTES

D-S1 KIOSK TYPE II STRUCTURAL

D-S2 BOARDWALK

D-S3 RAMP

D-S4 RAILING SYSTEM

D-S5 HELICAL PIERS

PROJECT LOCATION

PROJECT

LOCATION

BASE BID: BUBBLING SPRINGS TRAIL

BS-C1 PROPOSED OVERALL TRAIL PLAN

BS-C2 ACCESS ROAD AND PARKING

BS-C3 TURNPIKE & BOARDWALK TRAIL

BS-C4 TRAIL & OBSERVATION DECK

BS-S1 HELICAL PILE LOCATIONS

BS-S2 OBSERVATION DECK

BASE BID: MIDDLE RUN CONNECTOR TRAIL

MRC-C1 PROPOSED SITE PLAN - STA. 50+00 - STA. 51+09

MRC-C2 PROPOSED SITE PLAN - STA. 60+00 - STA. 63+40

MRC-C3 PROPOSED SITE PLAN - STA. 63+40 - STA. 64+97

BASE BID: DEER RUN CONNECTOR TRAIL

DRC-C1 PROPOSED SITE PLAN - STA. 70+00 - STA. 71+53

DRC-C2 PROPOSED SITE PLAN - STA. 71+53 - STA. 75+21

DRC-C3 PROPOSED LANDSCAPE PLAN

DRC-C4 MODULAR RETAINING WALL

ALTERNATE #1: ABE RUN TRAIL REPAIRS

AR-C1 PROPOSED SITE PLAN - STA. 200+00 - STA. 220+20

AR-C2 PROPOSED SITE PLAN - STA. 220+20 - STA. 227+72

ALTERNATE #2: DEER RUN TRAIL REPAIRS

DR-C1 PROPOSED SITE PLAN - STA. 100+00 - STA. 112+44

DR-C2 PROPOSED SITE PLAN - STA. 112+44 - STA. 128+20

DR-C3 PROPOSED SITE PLAN - STA. 128+20 - STA. 148+25

DR-C4 PROPOSED SITE PLAN - STA. 148+25 - STA. 164+55

DR-C5 KIOSK PARKING AREA

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AutoCAD SHX Text Buckhannon, West Virginia 26201

AutoCAD SHX Text St. Albans, West Virginia 25177

AutoCAD SHX Text (304)727-5501

AutoCAD SHX Text (304)472-8914

AutoCAD SHX Text 43 East Main Street

AutoCAD SHX Text 200 Sixth Avenue

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AIRPORT PLANNING / DEVELOPMENT

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ARCHITECTURE / INTERIOR DESIGN

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CIVIL ENGINEERING / SITE DEVELOPMENT

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ENVIRONMENTAL ENGINEERING

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APRIL 2025

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NONE

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COVER

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TRAIL IMPROVEMENTS

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STATE PARK PROJECT

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CANAAN VALLEY RESORT

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DAVIS, WEST VIRGINIA

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DROP INLET

TOP=3354.17

ELECTRIC MH

IN CONC

DEER RUN TRAIL

TRAIL REPAIRS

DEER RUN CONNECTOR

NEW TRAIL

MIDDLE RUN CONNECTOR

NEW TRAIL

DEER RUN TRAIL

TRAIL REPAIRS

BUBBLING SPRINGS

NEW TRAIL

ABE RUN

TRAIL REPAIRS

DEER RUN TRAIL

TRAIL REPAIRS

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ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

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GN-0

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OVERALL PROJECT

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NORTH

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APRIL 2025

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

GENERAL INFORMATION

1. ALL INTERESTED CONTRACTORS SHOULD VERIFY EXISTING FIELD CONDITIONS PRIOR TO BIDDING.

2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, CODES AND ORDINANCES.

PLANS

1. COORDINATES SHOWN ON PLANS ARE BASED ON NAD83 WEST VIRGINIA STATE PLANE NORTH. ALL

ELEVATIONS SHOWN REFER TO NAVD 88.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE. IF EXISTING FIELD CONDITIONS DO NOT PERMIT INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ENGINEER IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION.

3. DETAILS SHOWN ARE INTENDED FOR SPECIFIC LOCATIONS AND CONDITIONS. MINOR MODIFICATIONS MAY

BE REQUIRED TO SUIT SIMILAR CONDITIONS AND SHALL BE CONSIDERED PART OF THE WORK.

4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS BEING "N.I.C.", OR BY ANOTHER CONTRACTOR, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF SAME ARE A PART OF THE

CONTRACT WORK.

5. DO NOT SCALE DRAWINGS.

6. WHERE NEW WORK JOINS EXISTING WORK AND WHERE ALTERATIONS TO EXISTING BUILDINGS CAUSE DAMAGE TO THE REMAINING EXISTING WORK, THE CONTRACTOR SHALL RESTORE SAID PLACE AND AREAS TO FINISHED CONDITION, CONSISTENT WITH NEW WORK USING IDENTICAL MATERIALS FOR PATCHING, PAINTING, REPAIRING, ETC.

ADJACENT PAVEMENTS & PROPERTIES

1. DAMAGE TO ADJACENT PROPERTIES AND PAVEMENTS, AS WELL AS ANY DAMAGE INCIDENTAL TO THE

CONSTRUCTION OF THE PROJECT, SHALL BE REPLACED, REPAIRED, OR OTHERWISE RESTORED TO

ORIGINAL CONDITIONS.

SITE CLEARING

1. THE CONTRACTOR SHALL PROVIDE TOPSOIL (IF NECESSARY), FERTILIZE, SEED, AND MULCH ALL DISTURBED

LAND AREAS.

2. PRUNE AND REMOVE OVERGROWN VEGETATION WITHIN 1 FOOT HORIZONTAL AND 8 FEET VERTICAL OF ANY

PROPOSED TRAIL OR WALKWAY.

UTILITIES

1. THE INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE, SIZE, AND LOCATION OF UNDERGROUND

UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE, SIZE, AND LOCATION OF

UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.

2. THE CONTRACTOR SHALL LOCATE UTILITIES ON SITE PRIOR TO EXCAVATING. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES IN THE EVENT UTILITY LINES REQUIRE RELOCATION.

3. THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY UTILITY LINES DAMAGED BY THE CONTRACTOR IMMEDIATELY AND TO THE SATISFACTION OF THE UTILITY COMPANY. THE CONTRACTOR SHALL LEND ALL POSSIBLE ASSISTANCE IN RESTORING SERVICES AND SHALL ASSUME ALL COSTS, CHARGES, OR CLAIMS CONNECTED WITH THE

INTERRUPTION AND REPAIR OF SUCH SERVICES.

4. THE CONTRACTOR IS ADVISED THAT NOT ALL EXISTING UTILITIES ARE LOCATED ON THE PLANS. BY LAW, THE CONTRACTOR IS TO NOTIFY WEST VIRGINIA 811 [1-800-245-4848 OR 811], AND TO ACCURATELY LOCATE ALL UTILITIES WITHIN THE LIMITS OF THE PROJECT BEING PERFORMED. UTILITY COMPANIES WILL NORMALLY LOCATE AND MARK THEIR EXISTING FACILITIES ON THE GROUND WITHIN THREE (3) WORKING DAYS.

5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS AGAINST DAMAGE TO EXISTING UTILITIES;

HOWEVER, IN THE EVENT OF DAMAGE OR DISRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE OFFICIAL OF THE ORGANIZATION OPERATING THE UTILITY INTERRUPTED. THE CONTRACTOR SHALL LEND ALL POSSIBLE ASSISTANCE IN RESTORING SERVICE AND SHALL ASSUME ALL COSTS, CHARGES, OR CLAIMS CONNECTED WITH THE INTERRUPTION AND REPAIR OF SUCH SERVICES.

6. WRAP UTILITY POLES THAT FALL WITHIN THE NEW CONSTRUCTION WITH 1/2" EXPANSION MATERIAL PRIOR

TO PLACING CONCRETE.

7. RAISE/LOWER ANY UTILITY METER, VALVE COVER, DOH CONTROL BOX, HYDRANT, ETC. AS NEEDED TO

MATCH THE NEW CONSTRUCTION WORK. COORDINATE WORK WITH APPROPRIATE UTILITY.

8. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING WORK.

TRAFFIC CONTROL

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE TRAFFIC CONTROL.

2. CONTRACTOR SHALL LIMIT LENGTH AND TIMING OF LANE CLOSURES TO PREVENT DELAYS TO MOTORISTS

OF MORE THAN TEN MINUTES.

SIDEWALK CURB RAMPS

1. WVDOH PVT 7 "SIDEWALK RAMPS," REVISED 10/1/2020, SHALL GOVERN INSTALLATION OF SIDEWALK RAMPS

AND ASSOCIATED COMPONENTS.

2. INSTALL CONCRETE REINFORCING TO CURB RAMPS PER SIDEWALK DETAILS.

3. MAXIMUMS & MINIMUMS INCLUDE CONSTRUCTION TOLERANCES AND ARE ABSOLUTE. REPLACEMENT OF

NON-COMPLIANT WORK WILL BE REQUIRED.

4. SIDEWALKS CROSS SLOPE SHALL DRAIN TOWARD ROADWAY.

5. RAMPS WITH LOWER SLOPES ARE PREFERRED.

6. TRANSITION BETWEEN SIDEWALK RAMPS AND ROADWAY/GUTTER MUST BE FLUSH WITHOUT RAISED OR

LOWERED EDGES. PROVIDE A SMOOTH AND ROLLABLE TRANSITION.

7. ENSURE WATER DOES NOT POND AT THE BOTTOM OF THE RAMP/LANDING.

8. A COURSE BROOM FINISH OR SIMILAR NON-SKID FINISH ON CONCRETE SURFACES.

STORMWATER PIPING

1. OUTLET PIPES SHOWN IN PLANS ARE INTENDED FOR GENERAL ILLUSTRATION ONLY. FIELD INSTALLMENTS

AND STATIONING MAY DIFFER SLIGHTLY IN LOCATION. THE CONTRACTOR SHALL PLACE THESE PIPES IN OR AROUND THE STATIONING PROPOSED AND WITH THE REQUIREMENTS GIVEN IN BOTH DETAIL DRAWINGS AND

SPECIFICATION AS STATED.

2. RIP RAP IN AND AROUND CULVERT ENDS DOES NOT HAVE TO BE PLACED PRECISELY AS SHOWN IN PLANS. IT IS THE INTENTION OF THE RIP RAP TO BE PLACED IN A MANNER THAT BEST DETERS EROSION OF THE EMBANKMENT. FINAL PLACEMENT OF RIP RAP SHALL BE LEFT TO THE DISCRETION OF THE PROJECT

SUPERVISOR IN A MANNER THAT IS CONSISTENT WITH THE PROPOSED EMBANKMENTS.

WASTE MATERIAL

1. CONTRACTOR SHALL COORDINATE WASTE MATERIAL DISPOSAL LOCATION WITH PARK SUPERINTENDENT, DISPOSING

OF TREE, BRUSH, AND SOIL AS DIRECTED. LUMBER SHALL BE REMOVED FROM THE PARK.

1. ALL EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE DISPOSED OF IN AN APPROVED PERMITTED LOCATION. THE CONTRACTOR SHALL PROVIDE THIS DOCUMENTATION, IN WRITING, TO THE ENGINEER AND TO WVDNR PRIOR TO CONSTRUCTION. WHILE DISPOSING OF THE MATERIAL, THE CONTRACTOR SHALL DISTURB LESS THAN ONE ACRE OF LAND. IF THE ONE ACRE LIMIT IS EITHER MET OR EXCEEDED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER

PERMITS.

2. THE CONTRACTOR SHALL PROVIDE MEANS TO HANDLE SPILLS AND WASTE MATERIAL DISPOSAL. THIS

SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

2.1. A CONTAINMENT DIKE SHALL BE PROVIDED AROUND ANY ON-SITE FUEL STORAGE TANKS. IT SHALL

HAVE A CAPACITY OF 110% OF THE SIZE OF THE STORAGE TANK.

2.2. ABSORBENT PADS SHALL BE AVAILABLE ON SITE FOR PETROLEUM SPILLS OR LEAKS ON GROUND.

ABSORBENT BOOMS SHALL BE PROVIDED FOR SPILLS IN STREAMS.

2.3. EXCESS CONCRETE SHALL NOT BE DISPOSED OF NEAR STREAMS.

3. THE CONTRACTOR SHALL REPORT ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE

ENVIRONMENT IMMEDIATELY AFTER BECOMING AWARE OF THE CIRCUMSTANCES BY CALLING THE

DEPARTMENT OF ENVIRONMENTAL PROTECTION SPILL ALERT TELEPHONE NUMBER, 1-800-642-3074, AND ADVISING THE ENGINEER OF SUCH OCCURRENCE. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A

RECORD OF SUCH CALLS.

4. VERIFY THAT INSERTS AND EMBEDDED ITEMS REQUIRED BY ALL TRADES ARE INSTALLED PRIOR TO

POURING OF CONCRETE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATER QUALITY THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE 2024 WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WVDEP) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NUMBER WV0115924 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION (CSW), AND ANY MODIFICATION(S) THERETO. DETAILS AND/OR DESIGNS NOT SHOWN IN THE PLANS SHALL BE IN

ACCORDANCE WITH THE WVDEP EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE

MANUAL, AND THE CONDITIONS OF THE CSW.

2. THE FIRST ORDER OF WORK FOR THE CONTRACTOR SHALL BE INSTALLATION OF EROSION AND SEDIMENT CONTROL STRUCTURES AND/OR BMPs, INCLUDING BUT NOT LIMITED TO, SEDIMENT TRAPS, SILT FENCE, STABILIZED STORMWATER DIVERSION, OTHER TEMPORARY EROSION CONTROL FEATURES, ETC. INITIAL CLEARING AND GRUBBING SHALL BE LIMITED TO WHAT IS NECESSARY TO INSTALL THOSE STRUCTURES.

IF TEMPORARY EROSION AND POLLUTION CONTROL MEASURE ARE ORDERED BY THE ENGINEER DUE TO THE CONTRACTOR'S NEGLIGENCE, CARELESSNESS, OR FAILURE TO INSTALL PERMANENT CONTROLS AS PART OF THE WORK SCHEDULED, SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENT CONTROL

FEATURES WILL BE REMOVED UPON PROJECT COMPLETION.

3. A COPY OF NPDES REGISTRATION AND ANY MODIFICATION(S) THERETO, AS WELL AS THE APPROVED

SWPPP, GPP, EROSION AND SEDIMENT CONTROL PLAN, AND SPILL PREVENTION, CONTROL AND

COUNTERMEASURES PLAN, SHALL BE KEPT ON-SITE, AND AVAILABLE FOR REVIEW AT ALL TIMES BY

RESOURCE AGENCIES OR OTHER INTERESTED PARTIES UPON DEMAND.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY FINES FOR ANY NOTICES OF VIOLATION AND/OR ENFORCEMENT ACTIONS, MODIFICATION FEES, ANNUAL AND RENEWAL FEES ASSOCIATED WITH NPDES

REGISTRATION.

5. THE CONTRACTOR SHALL ENSURE THAT ALL EROSION AND SEDIMENT CONTROLS ARE INSPECTED BY A QUALIFIED PERSON AT LEAST ONCE EVERY FOUR (4) DAYS (OR SEVEN (7) WHEN THE PROJECT IS LOCATED ON A TIER 1 STREAM) AND WITHIN 24 HOURS OF ALL PRECIPITATION EVENTS GREATER THAN

0.25 INCHES PER 24 PERIOD. THE CONTRACTOR SHALL REPLACE, CLEAN, AND/OR INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL FEATURES, AS NECESSARY, TO REMAIN IN COMPLIANCE WITH THE NPDES CSW PERMIT. AN INSPECTION REPORT MUST BE COMPLETED WITHIN 24 HOURS OF COMPLETION OF THE SITE INSPECTIONS BY THE QUALIFIED PERSON WHO CONDUCTED THE INSPECTION. THE INSPECTION REPORT REQUIREMENTS ARE FOUND IN SECTION III.B.2.F OF THE NPDES CSW GENERAL

PERMIT WV0011594.

6. A NOTICE OF TERMINATION OF THE NPDES REGISTRATION SHALL BE SUBMITTED TO WVDEP WITH

FOURTEEN (14) DAYS AFTER FINAL STABILIZATION OF ALL DISTURBED AREAS.

GENERAL NOTES GENERAL ENVIRONMENTAL

SEDIMENT & EROSION CONTROL

DONALD B. MCFARLAN

SUPERINTENDENT

CANAAN VALLEY RESORT STATE PARK

OFFICE 304-866-4121 X2693

CELL 304-940-2892

CASSIDY NORMAN

ASSISTANT SUPERINTENDENT

CANAAN VALLEY RESORT STATE PARK

OFFICE 304-866-4111

CELL 304-642-9244

DONALD BAILEY III, PE

PROJECT MANAGER

WV DIVISION OF NATURAL RESOURCES

PLANNING, ENGINEERING, & MAINTENANCE

OFFICE 304-558-2764

CELL 304-941-8661

PROJECT CONTACTS

1. A GEOTECHNICAL REPORT WAS CONDUCTED FOR THIS PROJECT BY AMERICAN GEOTECH, INC. DATED AUGUST 8, 2024. THE CONTRCTOR SHALL MAKE THEMSELVES FAMILIAR WITH THE CONTENTS OF THE

GEOTECHNICAL REPORT.

2. THE REPORT AREA COVERS WORK AT THE BUBBLING SPRINGS WOODLAND AND BOG AREA.

GEOTECHNICAL REPORT

1. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE WOODLANDS AND BOG AS MUCH AS POSSIBLE.

2. THE CONTRACTOR SHALL WORK CLOSELY WITH THE PARK SUPERINTENDENT TO COORDINATE MATERIAL, EQUIPMENT, AND FUEL STORAGE AREAS AND SPOIL DISPOSAL AREAS.

3. ENVIRONMENTAL CONDITIONS IN THIS PROJECT:

3.1. DEVELOPED AREAS: THIS INCLUDES EXISTING TRAIL THAT WILL BE REPAIRED OR TRAILS NEXT TO

PARKING OR DRIVEWAYS. THE CONTRACTOR SHOULD BE ABLE TO MAKE REPAIRS FROM THE

EXISTING TRAIL OR PAVEMENTS.

3.2. UNDEVELOPED AREAS: THIS INCLUDES UPLAND AREAS WITHOUT AN EXISTING TRAIL.

CONSTRUCTION ACTIVITIES SHOULD BE HELD AS CLOSE TO THE PROPOSED TRAIL AS POSSIBLE.

CONSTRUCTION ACTIVITIES SHOULD BE CONDUCTED WITHIN A 10 FOOT WIDE ZONE ALONG THE

PERIMETER OF THE PROPOSED TRAIL OR AREA OF WORK. DAMAGE SHOULD BE MINIMIZED AS MUCH

AS POSSIBLE BY STORING MATERIAL AND EQUIPMENT ON CONSTRUCTED TRAIL OR OTHER

DEVELOPED AREAS WITHIN THE PARK.

3.3. SENSITIVE AREAS: THIS INCLUDES RAMP, OBSERVATION DECK, AND PUNCHEON TRAIL

CONSTRUCTED IN THE BOG AREA FOUND ON SHEET BS-C4. SEE SHEET GN-5, HELICAL PILE NOTE 11

FOR CONSTRUCTION IN THIS AREA.

ENVIRONMENTAL CONSIDERATION

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GN-1

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GENERAL NOTES 1

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

BUBBLING SPRINGS TRAIL

1. THIS WILL BE AN ADA COMPLIANT TRAIL.

2. THIS TRAIL WILL INCLUDE A MEMORIAL ELEMENT, POSSIBLY A SIGN OR PLAQUE , WHICH IS NOT INCLUDED IN THE CONTRACT. THE CONTRACTOR MAY BE ASKED TO COORDINATE WITH OTHERS FOR

ITS INSTALLATION.

3. GENERALLY, THIS TRAIL WILL UTILIZE AN EXISTING ACCESS DRIVE AND TRAIL TO MINIMIZE WOODLAND

DISTURBANCE.

4. THE NEW ACCESS DRIVE, PARKING AREA, AND TRAILS SHOULD DISTURB THE WOODLAND AS LITTLE AS POSSIBLE. THE CONTRACTOR IS ENCOURAGED TO CONSTRUCT AROUND LARGER, HEALTHY TREES.

5. THE TRAIL WILL REMAIN AT GRADE AS MUCH AS POSSIBLE. WOOD RAMPS AND LANDINGS WILL PROVIDE

ROLLABLE ACCESS TO AN ELEVATED OBSERVATION DECK.

6. ALL RAMPS, LANDINGS, GUARDRAIL, AND HANDRAIL MUST BE ADA COMPLIANT. ADDITIONAL

INFORMATION CAN BE FOUND WITHIN THIS PROJECT PLAN SET.

DEER RUN CONNECTOR TRAIL

1. THIS NEW TRAIL WILL CONNECT THE LODGE MAIN ENTRANCE TO DEER RUN TRAIL.

2. TRAIL CONSTRUCTION: CONCRETE TRAIL, AGGREGATE TRAIL, AND "TIMBER" STEPS.

3. A MODULAR BLOCK RETAINING WALL WILL BE CONSTRUCTED NEAR THE PARKING AREA TO

ACCOMMODATE THE NEW TRAIL.

4. A NEW KIOSK WILL BE CONSTRUCTED NEAR THE LODGE.

5. THE TRAIL WILL BE CONSTRUCTED OVER A NEW CULVERT, PLACED IN A EXISTING WIDE RIP-RAP DITCH.

6. A SHORT SPUR TRAIL WILL PROVIDE A SCENIC SITTING AREA.

MIDDLE RUN CONNECTOR TRAIL

1. THIS NEW TRAIL WILL CONNECT A LODGE PARKING AREA TO THE BALSAM SWAMP OVERLOOK PARKING

LOT, BESIDE MAIN PARK ROAD.

2. TRAIL CONSTRUCTION: CONCRETE TRAIL, AGGREGATE TRAIL, ASPHALT TRAIL, AND "TIMBER" STEPS.

4. A NEW KIOSK WILL BE CONSTRUCTED NEAR THE LODGE.

5. THE CONTRACTOR IS ENCOURAGED TO CONSTRUCT THE TRAIL AROUND LARGER, HEALTHY TREES.

ABE RUN TRAIL REPAIR

1. EXISTING PUNCHEON AND BOARDWALK TRAILS WILL BE REPLACED.

2. SEVERAL AREAS OF THE AT-GRADE TRAIL WILL ALSO BE REPAIRED WITH AGGREGATE.

DEER RUN TRAIL REPAIR

1. EXISTING PUNCHEON AND BOARDWALK TRAILS WILL BE REPLACED.

2. SEVERAL AREAS OF THE AT-GRADE TRAIL WILL ALSO BE REPAIRED WITH AGGREGATE.

3. A NEW PARKING AREA WILL BE INSTALLED AT THE TRAILHEAD IN THE CAMP GROUND. EXISTING TRAIL REPAIR

1. WHERE THE CONTRACTOR FINDS EVIDENCE OF TRAIL EXPANSION (USERS HAVE REPEATEDLY

WALKED AROUND A DAMAGED AREA OF THE TRAIL), THE CONTRACTOR WILL RESTORE THE

ORIGINAL SECTION OF TRAIL AND OBLITERATE THE SECONDARY SECTION.

2. THE CONTRACTOR SHALL INSTALL SLASH MATERIAL FROM THE PROJECT (LOGS, LIMBS, BRUSH, AND ROCK) OVER THE EXPANDED TRAIL SECTION, SPREADING IT RANDOMLY.

3. ENSURE 80% OF THE SLASH IS MAKING CONTACT WITH THE GROUND.

BUBBLING SPRINGS TRAIL

1. THE CONTRACTOR SHALL INSTALL SLASH MATERIAL (LOGS, LIMBS, BRUSH, AND ROCK) OVER THE

TRAIL LEADING TO THE OLD OBSERVATION DECK AND THE SPRING HEADWATER.

DESIGN INTENT

TRAIL OBLITERATION

1. EXISTING TRAIL ALIGNMENTS WERE SURVEYED AND REPRESENT THE CENTER OF THE TRAIL.

2. EXISTING PUNCHEON AND BOARDWALK TRAIL EDGES WERE SURVEYED AND ARE NOTED ON THE

PLANS.

3. PROPOSED TRAIL ALIGNMENTS REPRESENT THE INTENDED ALIGNMENT TO ACCOMPLISH NEW WORK;

HOWEVER, THE CONTRACTOR IS ENCOURAGED TO CONSTRUCT NEW TRAILS AROUND EXISTING LARGE, HEALTHY TREES.

4. SHOULD THE CONTRACTOR ALTER THE TRAIL ALIGNMENT, THE TRAIL SHOULD BE CONSTRUCTED

WITHIN TRAIL SLOPE TOLERANCES.

TRAIL ALIGNMENT & GRADING PLAN

ELEVATED TRAILS

1. EXISTING PUNCHEON AND BOARDWALKS WILL BE REPLACED.

2. THE CONTRACTOR SHALL REMOVE EXISTING LUMBER, BAR-JOIST, ETC. FROM THE SITE.

3. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE WOODLAND AND WETLAND AREAS.

4. WHENEVER POSSIBLE, THE CONTRACTOR SHALL UTILIZE EXISTING MUD SILL/FOUNDATION LOCATIONS

TO MINIMIZE ENVIRONMENTAL DISTURBANCE.

SIGNAGE

1. ACCESSIBLE PARKING SPACE DESIGNATION SIGN AND POST SHALL BE PROVIDED AND INSTALLED BY

THE CONTRACTOR.

2. THE CONTRACTOR SHALL SUPPLY THE DESIGNATED NUMBER OF POSTS PER TRAIL.

3. THE CONTRACTOR SHALL INSTALL THE POSTS IN THE LOCATIONS DESIGNATED BY THE OWNER.

4. THE CONTRACTOR SHALL INSTALL THE OWNER-SUPPLIED SIGNS ON THE CONTRACTOR-SUPPLIED

POSTS.

TRAIL SLOPES DEMOLITION

1. DISPOSAL OF VEGETATION AND ROCK VARIES WITH EACH TRAIL. CONSULT SHEET D-C1 FOR DISPOSAL

METHODS. THE PARK SUPERINTENDENT MAY ASSIST THE CONTRACTOR WITH OTHER IN-PARK

DISPOSAL SITES.

2. THE CONTRACTOR SHALL DISPOSE OF ALL LUMBER STRUCTURES (PUNCHEON, BOARDWALK, SMALL

BAR-JOIST BRIDGES) OUT OF THE PARK. DEMOLITION OF THESE STRUCTURES INCLUDES ALL

COMPONENTS, INCLUDING FOUNDATIONS, SHIMS, FASTENERS, ETC.

3. BULK EXCAVATION SHALL BE REMOVED FROM THE PARK.

AGGREGATE

TRAILS

MAXIMUM

PREFERRED

CROSS SLOPES

STEEPER THAN

1:20 (5.00%)

1:12 (8.33%)

1:10 (10.00%)

BUT NOT STEEPER THAN

1:12 (8.33%)

1:10 (10.00%)

1:8 (12.00%)

SIDEWALK/TRAIL

RUNNING SLOPE SEGMENT

MAXIMUM

LENGTH OF

SEGMENT

200 FEET

30 FEET

10 FEET

2.00%

1.50%

STANDARD AGGREGATE TRAILS

CONCRETE

SIDEWALKS,

STAIR TREAD &

LANDINGS

USE THE FOLLOWING SLOPE INFORMATION ON:

1. MIDDLE RUN CONNECTOR TRAIL

2. DEER RUN CONNECTOR TRAIL

3. ABE RUN TRAIL REPAIRS

4. DEER RUN TRAIL REPAIRS

MAXIMUM

PREFERRED

CROSS SLOPES

STEEPER THAN

1:48 (2.00%)

1:20 (5.00%)

BUT NOT STEEPER THAN

1:48 (2.00%)

1:20 (5.00%)

1:12 (8.33%)

PUNCHEON,BOARDWALK, &

AGGREGATE TRAIL

RUNNING SLOPE SEGMENT

MAXIMUM

LENGTH OF

SEGMENT

UNLIMITED*

30 FEET

2.00%

1.50%

ADA ACCESSIBLE TRAIL

ALL TRAIL

TYPES

USE THE FOLLOWING SLOPE INFORMATION ON:

1. BUBBLING SPRINGS TRAIL

WHEN CONSTRUCTING NEW TRAILS, THE CONTRACTOR IS ENCOURAGED TO MAINTAIN LARGE, HEALTHY

TREES. WHEN THE CONTRACTOR DEVIATES FROM THE PLANS TO AVOID TREES, THE FOLLOWING

GUIDELINES SHOULD BE FOLLOWED:

4.00%

1.50%

MAXIMUM

PREFERRED

*UNLIMITED LENGTH IF THE CLEAR ACCESSIBLE ROUTE IS

5'-0" OR GREATER.

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GENERAL NOTES 2

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

BASE BID - NEW TRAILS

THE BASE BID WILL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT AND ASSOCIATED WORK TO

CONSTRUCT THE FOLLOWING TRAILS:

1. BUBBLING SPRINGS TRAIL

2. MIDDLE RUN CONNECTOR TRAIL

3. DEER RUN CONNECTOR TRAIL

ALTERNATE #1 - ABE RUN TRAIL REPAIRS

ALTERNATE ONE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT AND ASSOCIATED WORK TO

CONSTRUCT THE ABE RUN TRAIL REPAIRS, FOUND ON SHEETS AR-C1 AND AR-C2.

ALTERNATE #2 - DEER RUN TRAIL REPAIRS

ALTERNATE TWO SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT AND ASSOCIATED WORK

TO CONSTRUCT THE DEER RUN TRAIL REPAIRS, FOUND ON SHEETS DR-C1 THROUGH DR-C5.

ARCHITECT'S DISCRETION

THE CONTRACTOR SHALL PROVIDE MATERIAL, EQUIPMENT AND LABOR N THEIR BID AND ALTERNATES FOR THE ITEMS OF WORK LISTED BELOW. THE CONTRACTOR SHALL INSTALL THESE ITEMS, PER

ASSOCIATED DETAILS, AS DIRECTED BY THE ARCHITECT.

USING UNIT PRICING PROVIDED WITH THE BID, A DEDUCTIVE CHANGE ORDER WILL BE ISSUED FOR

QUANTITIES NOT INSTALLED.

DESCRIPTION OF INSTALLED WORK:

PRECAST "TIMBER" STEP: (1) STEP CONSISTING OF (3) PRECAST "TIMBER" UNITS AND

AGGREGATE STEP FILL.

SIGN POST: (1) 8' P.T. 6X6 TIMBER

CULVERT: (1) 10' LONG, 12" HDPE PIPE WITH 1 CY OF AGGREGATE

AGGREGATE TRAIL #1: 4" OF AGGREGATE, FABRIC FOR SEPARATION, AND ROUGH

GRADING FOR ONE FOOT OF TRAIL, PER DETAIL.

AGGREGATE TRAIL #2: 6" OF AGGREGATE, FABRIC FOR SEPARATION, AND ROUGH

GRADING FOR ONE FOOT OF TRAIL, PER DETAIL.

AGGREGATE TRAIL #3: 12" OF AGGREGATE, FABRIC FOR SEPARATION, AND ROUGH

GRADING FOR ONE FOOT OF TRAIL, PER DETAIL.

TURNPIKE TRAIL: 8" OF AGGREGATE, FABRIC FOR SEPARATION, TIMBER, FASTENERS,

AND ROUGH GRADING FOR ONE FOOT OF TRAIL, PER DETAIL.

INCLUDE IN THE BASE BID OR ALTERNATE:

BUBBLING SPRINGS TRAIL

SIGN POSTS: 10 EA

TURNPIKE TRAIL: 50 LF

CULVERT: 2 EA

MIDDLE RUN CONNECTOR TRAIL

SIGN POSTS: 6 EA

PRECAST "TIMBER" STEPS: 5 EA

AGGREGATE TRAIL #1: 20 LF

CULVERT: 1 EA

DEER RUN CONNECTOR TRAIL

SIGN POSTS: 5 EA

PRECAST "TIMBER" STEPS: 5 EA

CULVERT: 1 EA

ABE RUN TRAIL REPAIRS

SIGN POSTS: 10 EA

AGGREGATE TRAIL #1: 50 LF

AGGREGATE TRAIL #2: 50 LF

AGGREGATE TRAIL #3: 25 LF

PUNCHEON TRAIL: 25 LF

CULVERT: 2 EA

DEER RUN TRAIL REPAIRS

SIGN POSTS: 15 EA

AGGREGATE TRAIL #1: 50 LF

AGGREGATE TRAIL #2: 50 LF

AGGREGATE TRAIL #3: 25 LF

PUNCHEON TRAIL: 25 LF

CULVERT: 2 EA

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GENERAL NOTES 3

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

GENERAL STRUCTURAL NOTES

1. THESE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ALL OTHER DRAWINGS, SPECIFICATIONS & CONTRACT DOCUMENTS.

2. THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT SHALL CONFORM TO THE REFERENCED CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS

REFERENCED WITH THE LATEST EDITIONS SHALL APPLY UNLESS NOTED.

3. BUILDING CODE - INTERNATIONAL BUILDING CODE - 2018

4. COUNTY/STATE: TUCKER / WEST VIRGINIA

5. RISK CATEGORY: II

6. DEAD LOADS PER STRUCTURE

7. DESIGN LIVE LOADS

SNOW LOAD 40 PSF

LIVE LOADS ON WALKWAYS 100 PSF

8. LATERAL LOADS - WIND

BASIC WIND SPEED 115 MPH

EXPOSURE CATEGORY B

9. LATERAL LOADS - SEISMIC

MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SS 0.48g MAPPED 1 SECOND SPECTRAL RESPONSE ACCELERATION S1 0.057g

DESIGN SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SDS 0.126

DESIGN 1 SECOND SPECTRAL RESPONSE ACCELERATION SD1 0.092

SEISMIC IMPORTANCE FACTOR Ie 1.0

SEISMIC DESIGN CATEGORY E (FOR WALKWAYS/OBSERVATION

PLATFORM) AND

D (FOR KIOSKS AT LODGE)

SOIL SITE CLASS C (FOR WALKWAYS / OBSERVATION

PLATFORM) AND

B (FOR KIOSKS AT LODGE)

10. SHOP DRAWINGS, TEST REPORTS, AND CERTIFICATIONS ARE REQUIRED FOR THE FOLLOWING STRUCTURAL

ITEMS: (1) CONCRETE MIX DESIGNS

(2) CONCRETE CYLINDER TESTS

(3) REINFORCING STEEL SHOP DRAWINGS

(4) GROUT MIX DESIGNS

(5) MORTAR CERTIFICATION AND DATA

(6) CONCRETE MASONRY UNIT CERTIFICATION AND DATA

(7) MISCELLANEOUS STEEL SHOP DRAWINGS

(8) LUMBER CERTIFICATIONS AND FRAMING SHOP DRAWINGS

(9) GLULAM AND DECKING SHOP DRAWINGS AND CERTIFICATIONS

(10) HELICAL PIER DESIGNS AND SHOP DRAWINGS WITH WVPE STAMP AND SIGNATURE

11. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL TAKE ALL NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL

INTEGRITY OF ALL CONSTRUCTION AT ALL STAGES.

12. IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

13. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID

REQUIREMENTS SHALL GOVERN.

GENERAL FOUNDATION/GEOTECHNICAL NOTES (KIOSKS)

1. THE SOIL BEARING VALUE IS ASSUMED TO BE 2000 PSF FOR SHALLOW FOUNDATIONS SHOWN ON

THE PLANS. NO GEOTECHNICAL INVESTIGATION WAS DONE AT THIS LOCATION.

2. VERIFY LOCATIONS OF COLUMNS, UNDERGROUND UTILITIES, ETC., WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS PRIOR TO PLACEMENT OF FOUNDATIONS.

3. UNLESS DETERMINED OTHERWISE BY GEOTECHNICAL EVALUATION, FILL MATERIAL FOR SLAB AND

FOOTING AREAS SHALL BE PLACED IN LAYERS NOT EXCEEDING 8 INCHES (UNCOMPACTED

THICKNESS) AND COMPACTED TO 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.

CRUSHED STONE BACKFILL SHALL BE COMPACTED WITH HAND EQUIPMENT TO THE SATISFACTION

OF THE GEOTECHNICAL ENGINEER.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO BRACE FOUNDATION WALLS

WHEN BACK FILLING AND WHEN THERE IS A POSSIBILITY OF DAMAGE BY EXCESS WATER.

5. COMPACTION OF BACKFILL WITHIN 2 FEET OF FOUNDATION WALLS SHALL BE ACCOMPLISHED WITH HAND EQUIPMENT. WHERE FILL IS REQUIRED ON BOTH SIDES OF FOUNDATION WALL, BRING

THE FILL UP EACH SIDE SIMULTANEOUSLY AND UNIFORMLY.

6. THE SURFACE AREA ADJACENT TO THE FOUNDATION WALL SHALL BE PROVIDED WITH ADEQUATE

DRAINAGE AND SHALL BE GRADED AND SLOPED SO AS TO DRAIN SURFACE WATER AWAY FROM

FOUNDATION WALLS. A COHESIVE, CLAYEY SOIL MATERIAL SHALL BE USED AROUND THE

STRUCTURES TO LIMIT SURFACE WASTER INFILTRATION AND MINIMIZE THE POTENTIAL LOSS OF

GROUND BELOW THE STRUCTURES ASSOCIATED WITH SOIL PIPING.

7. IF FOOTING EXCAVATIONS ENCOUNTER ISOLATED AREAS OF RELATIVELY HARD ROCK AT OR

ABOVE THE PLANNED FOOTING ELEVATIONS, THE ROCK SHALL BE OVER EXCAVATED TO A DEPTH

OF APPROXIMATELY ONE FOOT BELOW THE FOUNDATION BEARING ELEVATION AND BACKFILLED

WITH STRUCTURAL FILL.

8. FOUNDATIONS SHALL NOT BE PLACED ON MUD OR MUCK, SOFT OR LOOSE SOIL, IN STANDING

WATER OR ON FROZEN GROUND.

9. IF ANY EXCAVATION IS LEFT OPEN OVERNIGHT, PLACE A 3" TO 4" MUD MAT OVER EXCAVATION.

CAST-IN-PLACE CONCRETE

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES

AND STANDARDS:

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-14", AMERICAN CONCRETE

INSTITUTE

"ACI MANUAL OF CONCRETE PRACTICE - PARTS 1 THROUGH 5", LATEST EDITION

"MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL INSTITUTE

ACI 305 AND ACI 306 FOR HOT AND COLD WEATHER CONCRETE CONSTRUCTION

ACI 347 FOR SHORING AND RESHORING OF CONCRETE STRUCTURES

2. CONTRACTOR SHALL PROVIDE MATERIALS WHICH COMPLY WITH THE FOLLOWING ASTM REQUIREMENTS, AS REQD.:

CEMENT ASTM C150: TYPE I/II OR ASTM C595 TYPE IL

AGGREGATES ASTM C33

FLY ASH ASTM C618

PLAIN REINFORCING BARS ASTM A615, GRADE 60

WELDED WIRE FABRIC ASTM A1064

AIR-ENTRAINING ADMIXTURE: ASTM C260

3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING

TABLE, U.N.O. ON THE CONSTRUCTION DRAWINGS:

APPLICATION COVER

- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

- CONCRETE EXPOSED TO WEATHER (U.N.O.):

#6 THROUGH #18 BARS: 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER: 1-1/2"

- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS,

WALLS, AND JOISTS:

#14 AND #18 BARS: 1-1/2"

#11 BAR AND SMALLER: 3/4"

4. CONCRETE MIXES SHALL BE AS FOLLOWS:

APPLICATION COMP. STRENGTH, AIR, W/C

- CONCRETE USED FOR FOUNDATION CONSTRUCTION (STRIP/SPREAD

FOOTINGS, GRADE BEAMS, FOUNDATION WALLS ETC.), OR CONCRETE 4,500 PSI, 6%, 0.45

EXPOSED TO CYCLES OF FREEZE THAW (SIDEWALKS, EXTERIOR SLAB

ON GRADE ETC.):

-GROUT CAP FOR HELICAL PIERS 4,000 PSI, 6%, 0.45

5. SHOP DRAWINGS SHOWING THE SIZE, LENGTH, QUANTITY, LOCATION AND MARK OF ALL REINFORCING BARS, SUPPORTS AND ACCESSORIES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.

6. MIX DESIGNS AND ADMIXTURE PRODUCT DATA SHALL BE SUBMITTED FOR APPROVAL PRIOR TO

ORDERING CONCRETE.

7. THE TYPICAL DETAILS, PLANS, AND SECTIONS ON THESE DRAWINGS CONTAIN ADDITIONAL GENERAL

CONCRETE CONSTRUCTION NOTES AND INFORMATION.

8. ALL CONCRETE SHALL BE REINFORCED UNLESS NOTED OTHERWISE.

9. REINFORCING STEEL SHALL BE CLEAN OF ALL DIRT AND OILS PRIOR TO CONCRETE POUR UNLESS

SPECIFIED OTHERWISE.

10. SUPPORTS TO ADEQUATELY POSITION REINFORCING BARS DURING CONSTRUCTION SHALL BE

INSTALLED.

11. FOUNDATION DOWELS OF THE SAME SIZE AND SPACING AS VERTICAL STEEL SHALL BE INSTALLED FOR

ALL WALLS, PIERS, AND COLUMNS.

12. ALL REINFORCING AT WALL AND FOOTING CORNERS AND INTERSECTIONS SHALL BE CONTINUOUS BY

THE USE OF BENT BARS OR CORNER BARS UNLESS INDICATED OTHERWISE.

13. CONSTRUCTION JOINTS SHALL BE POSITIONED SO AS NOT TO ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE. CONSTRUCTION JOINT LOCATIONS NOT INDICATED ON THE STRUCTURAL DRAWINGS

SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

14. PIPE SLEEVES AND INSERTS SHALL BE INSTALLED IN CONCRETE WORK AT ALL PENETRATIONS.

PENETRATIONS OF BEAMS, JOISTS, COLUMNS OR STRUCTURAL SLABS NOT INDICATED ON THE

STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

15. ONLY WELDABLE REINFORCING BARS MAY BE WELDED.

16. ADMIXTURES CONTAINING CHLORIDE OR OTHER CORROSIVE CHEMICALS SHALL NOT BE USED IN

CONCRETE.

17. AGGREGATES SHALL BE FREE OF DELETERIOUS OR NON-DURABLE MATERIALS SUCH AS CHERTS.

18. REINFORCING SHALL BE ADEQUATELY TIED AND SUPPORTED TO HOLD IT IN THE CORRECT POSITION

DURING CONSTRUCTION AND THE PLACEMENT OF CONCRETE.

19. CONCRETE SHALL BE CONSOLIDATED ADEQUATELY DURING PLACEMENT BY MECHANICAL VIBRATION IN

ACCORDANCE WITH PUBLISHED PRACTICES.

20. PLASTIC CHAIRS SHALL BE USED IN ALL CONCRETE THAT WILL BE EXPOSED TO VIEW IN THE

COMPLETED STRUCTURE.

21. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED MINIMUM 3/4", OR AS INDICATED ON THE

STRUCTURAL/ARCHITECTURAL DRAWINGS.

22. FILL POCKETS AROUND CONNECTIONS WITH CONCRETE FLUSH AND SMOOTH UNLESS INDICATED

OTHERWISE.

23. FORMED SURFACES SHALL HAVE A SMOOTH-FORM FINISH WHERE EXPOSED TO VIEW AND A

ROUGH-FORM FINISH WHERE NOT EXPOSED TO VIEW UNLESS INDICATED OTHERWISE.

24. UNFORMED SURFACES SHALL HAVE A TROWEL FINISH WHERE EXPOSED TO VIEW AND A FLOAT FINISH WHERE NOT EXPOSED TO VIEW U.N.O. EXCEPT THAT STAIRS AND EXTERIOR WALKING SURFACES SHALL

HAVE A BROOM FINISH U.N.O.

25. ALL COLD JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1/4" AND A CONCRETE BONDING

AGENT SHALL BE APPLIED PRIOR TO THE PLACEMENT OF FRESH CONCRETE.

26. IN SLABS-ON-GRADE, LAP WELDED WIRE FABRIC TWO FULL MESH PANELS AND WIRE TOGETHER.

27. SPLICE LAP LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, U.N.O. ON THE PLANS:

BAR SIZE LAP LENGTH

#3 24" #4 36" #5 48"

#6-#8 60"

28. PROVIDE ISOLATION JOINTS IN SLABS AS FOLLOWS:

A. BETWEEN SLABS-ON-GRADE AND FOUNDATION WALLS

B. BETWEEN SLABS AND INSERTS SUCH AS PIPES

STRUCTURAL

ENGINEERING, INC.

CAS Structural Engineering, Inc.

P.O. Box 469

Alum Creek, WV 25003-0469 304-756-2564 (v) / 304-756-2565 (f)

Email: calalane@aol.com www.casstruceng.com

CAS

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GN-4

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STRUCTURAL NOTES 1

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

STRUCTURAL

ENGINEERING, INC.

CAS Structural Engineering, Inc.

P.O. Box 469

Alum Creek, WV 25003-0469 304-756-2564 (v) / 304-756-2565 (f)

Email: calalane@aol.com www.casstruceng.com

CAS

SPECIAL INSPECTIONS

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND SCHEDULE THE SPECIAL

INSPECTOR'S INSPECTIONS AND TESTING FOR THE WORK NOTED BELOW. THE FOLLOWING

INFORMATION IS PROVIDED FOR THE CONTRACTOR'S INFORMATION AND COORDINATION PURPOSES.

2. SPECIAL INSPECTIONS SHALL BE PERFORMED FOR THE FOLLOWING WORK AS REQUIRED IN THE 2018

INTERNATIONAL BUILDING CODE:

2.1. CONCRETE CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.3

2.2. SOILS CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.6

2.3. WOOD CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.5.

2.4. HELICAL PILE FOUNDATION CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.9.

3. THE TYPE AND EXTENT OF EACH TEST AND INSPECTION REQUIRED FOR EACH TYPE OF WORK SHALL BE

AS INDICATED IN THE BUILDING CODE AND THE REFERENCES INCORPORATED THEREIN.

4. SPECIAL INSPECTION SERVICES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE OF THIS WORK IN THEIR BID. SEE SECTION 012100 ALLOWANCES FOR

ADDITIONAL INFORMATION.

5. TESTING AGENCY(IES) SHALL BE APPROVED BY THE ARCHITECT, PRIOR TO TESTING.

6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR FOR

CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS. INSPECTION REPORTS

INDICATING THE RESULTS OF SPECIAL INSPECTIONS SHALL BE PROMPTLY SUBMITTED DIRECTLY TO

THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR.

7. ALL SPECIAL INSPECTIONS INDICATING NON-CONFORMING WORK SHALL BE REPORTED IMMEDIATELY AND DIRECTLY TO THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR. IMPENDING

CONSTRUCTION WORK THAT WOULD IMPEDE ECONOMICAL CORRECTION OF NON-CONFORMING WORK

SHALL NOT PROCEED WITHOUT WRITTEN APPROVAL.

8. A FINAL REPORT DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND

CORRECTION OF ANY NON-CONFORMING WORK NOTED IN THE INSPECTIONS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR BY THE SPECIAL

INSPECTOR AT THE COMPLETION OF THE PROJECT. FINAL REPORT SHALL IDENTIFY ALL

NON-CONFORMING WORK AND DISCUSS REMEDIATION THAT OCCURRED.

MASONRY

"BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES", (TMS 402-16) AND

"SPECIFICATION FOR MASONRY STRUCTURES", (TMS 602-16).

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING

CODES AND STANDARDS:

LOAD BEARING CONCRETE

MASONRY UNITS

ASTM C90, TYPE I, GRADE N (MIN. COMPRESSIVE

STRENGTH ON NET AREA = 1900 PSI) NORMAL

WEIGHT

NON-LOAD BEARING CONCRETE

MASONRY UNITS

ASTM C129, TYPE II

MORTAR ASTM C270, TYPE S ABOVE GRADE:

TYPE S BELOW GRADE

CONCRETE BUILDING

BRICK

ASTM C55, GRADE N (MIN. COMPRESSIVE

STRENGTH ON NET AREA = 3500 PSI)

CMU GROUT ASTM C476, (MIN. COMPRESSIVE STRENGTH

AT 28 DAYS = 2000 PSI)

CMU PRISM STRENGTH F'm = 1500 PSI PER TMS 402 UNIT

STRENGTH METHOD

HORIZONTAL JOINT REINFORCING ASTM A82, 9 GA. GALVANIZED TRUSS TYPE U.N.O.

REINFORCING BARS ASTM A615, GRADE 60

STRUCTURAL GLUED LAMINATED TIMBER

1. PRE- ENGINEERED GLULAM MEMBERS/TRUSSES SHALL BE DESIGNED,AND FABRICATED, HANDLED

AND ERECTED IN ACCORDANCE WITH AITC STANDARDS.

2. PROVIDE GLULAM MEMBERS W/ SIZE AS INDICATED ON FRAMING PLAN W/ THE FOLLOWING

PROPERTIES:

SPECIES: SOUTHERN PINE

COMBINATION SYMBOL: 16F-V2

3. GLULAM MEMBERS SHALL BE PRESSURE TREATED. STAIN COLOR AND FINISH SHALL BE SELECTED

BY ARCHITECT.

1. SOLID WOOD DECKING FOR KIOSK ROOF AT LODGE SHALL BE KILN-DRIED AFTER TREATMENT, PRESSURE TREATED SOUTHERN PINE.

2. WOOD DECKING SHALL BE NOMINAL 2" x 6" T&G.

3. ATTACH WOOD DECKING TO SUPPORT MEMBERS WITH 8d COMMON NAILS WITH 1-3/8" PENETRATION.

4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

T & G WOOD ROOF DECK HELICAL PIER FOUNDATION

(WALKWAY/OBSERVATION DECK)

1. THE SOILS REPORT, PREPARED BY AMERICAN GEOTECH, INC., DATED AUGUST 2024, IS ON FILE WITH

THE OWNER AND A COPY IS AVAILABLE FOR REVIEW AT THE OFFICE OF THE ARCHITECT. ALL

RECOMMENDATIONS IN THE REPORT SHALL BE CONSIDERED AS REQUIREMENTS AND SHALL BE

FOLLOWED.

2. DUE TO THE CONDITIONS PRESENT AT THE WALKWAY/OBSERVATION DECK LOCATION, HELICAL PILES ARE REQUIRED. PIERS SHALL EXTEND TO AN APPROPRIATE DEPTH OF 5 TO 6 FEET BELOW THE EXISTING SURFACE. THE HELICAL PIERS SHALL CONSIST OF MINIMUM 1.5-INCH DIAMETER ROUND-CORNER SQUARE SHAFTS WITH THREE (3) HELICAL BEARING PLATES (8", 10", AND 12"

DIAMETERS) AND AN UNCASED GROUT CAP OF 12-INCHES IN DIAMETER EXTENDED 18-INCHES

BELOW THE GROUND. GROUT STRENGTH SHALL BE 4,000 psi.

3. HELICAL PIERS SHALL BE A.B. CHANCE SS 150 (7,000 FT-LBS MINIMUM TORQUE RATING), OR

APPROVED EQUAL, AT A MINIMUM AND ALL PIER SECTIONS MUST BE HOT-DIP GALVANIZED. A

TYPICAL SS 150 HELICAL PIER WILL HAVE AN ALLOWABLE AXIAL CAPACITY OF 8 KIPS, TENSION (UPLIFT) OF 0.5 KIPS, AND LATERAL CAPACITY OF 1 KIP WITH THE SPECIFIED GROUT CAPS.

4. THE GROUT CAPS SHALL BE PRE-DRILLED AND FILLED WITH GROUT BEFORE HELICAL PIER

INSTALLATION AND THE PIERS MUST BE PRE-DRILLED THROUGH THE GROUT RESERVOIR. SEEPAGE

OF GROUT WATER INTO THE GROUT CAPS SHOULD BE EXPECTED AND THE CONTRACTOR MUST

HAVE PROVISIONS FOR HANDLING THE WATER.

5. THE HELICAL PIERS MUST PENETRATE AT LEAST 5 TO 6 FEET TO ACHIEVE THE NECESSARY MINIMAL

ALLOWABLE CAPACITY. THE UNDERLYING BEDROCK SURFACE WITHIN THE CONSTRUCTION AREA

SHOULD BE PRESENT AT APPROXIMATELY 15 FEET BELOW THE EXISTING SURFACE GRADES.

6. CONTRACTOR SHALL INSTALL A MINIMUM OF 2 TRIAL HELICAL PIERS AT EACH SITE LOCATION TO

DETERMINE DEPTH OF ROCK AT THOSE LOCATIONS. REPORT DEPTH TO ARCHITECT PRIOR TO

PROCEEDING WITH PRODUCTION HELICAL PIER INSTALLATION. TRIAL HELICAL PIERS MAY BE

REMOVED AND REUSED AS PRODUCTION PIERS AS LONG AS THEY HAVE NOT BEEN DAMAGED

DURING INSTALLATION.

7. HELICAL PIER SYSTEM SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE

STATE OF WEST VIRGINIA.

8. LATERAL LOADS SHALL CONSIDER RAILING SYSTEM AS A SOLID AREA AS IS LIKELY TO OCCUR

DURING THE WINTER.

9. REFER TO SPECIFICATIONS FOR LOAD TESTING REQUIREMENTS.

10. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE AREA OF WORK BY:

10.1. CONDUCTING A PRE-INSTALLATION MEETING WITH WITH THE OWNER, ENGINEER, AND

INSTALLATION PERSONNEL.

10.2. PROVIDING TEMPORARY SNOW FENCING AROUND THE AREA OF WORK WHICH IS 10'

BEYOND THE PERIMETER OF THE BOARDWALK, RAMP OR DECK.

10.2. CONTAINING ALL EQUIPMENT, MATERIAL, AND PERSONNEL WITHIN THE AREA OF WORK.

10.3. MAINTAINING THE SNOW FENCING UNTIL HELICAL PIER AND WOOD CONSTRUCTION IS

COMPLETED IN THE WORK AREA.

10.4. UTILIZING FLEXIBLE MATTING IN LIEU OF RIGID MATTING.

10.5. REMOVING ALL SPOILS FROM THE AREA OF WORK AND DISPOSING OF THEM OUT OF THE

PARK OR AS DESIGNATED BY THE PARK SUPERINTENDENT.

10.6. STORING MATERIALS AND EQUIPMENT OUT OF THE AREA OF WORK AND OTHER

UNDEVELOPED AREAS.

1. ALL DIMENSIONAL LUMBER SHALL BE KILN-DRIED AFTER TREATMENT, PRESSURE TREATED SOUTHERN PINE, NO. 1 GRADE.

2. AWPA STANDARD UC4C SHALL BE INSTALLED AT THESE LOCATIONS:

2.1.1. ALL COMPONENTS OF PUNCHEON TRAIL CONSTRUCTION.

2.1.2. BEAMS AND STRINGERS OF RAMPS, BOARDWALKS, AND THE OBSERVATION DECK.

3. AWPA STANDARD UC4B SHALL BE INSTALLED AT THESE LOCATIONS:

3.1.1. WOOD COMPONENTS AT KIOSKS.

3.1.2. RAIL SYSTEMS

3.1.3. DECK BOARDS OF RAMPS, BOARDWALKS, AND THE OBSERVATION DECK.

3.1.4. TIMBER GUARDRAIL

3.1.5. TIMBER FENCING

4. MAXIMUM MOISTURE CONTENT FOR DIMENSIONAL LUMBER AS FOLLOWS:

4.1. 12% TO 19% AFTER KILN DRYING, AFTER TREATMENT.

4.2. KILN-DRIED PRESSURE TREATED LUMBER SHALL BE PROTECTED FROM MOISTURE PRIOR TO

FINISHING AND INSTALLATION.

5. ALL CONNECTION HARDWARE SHALL BE GALVANIZED.

6. ALL STAINS AND SEALERS SHALL BE COMPATIBLE WITH TREATED LUMBER AND SHALL BE APPROVED BY THE

ARCHITECT.

DIMENSIONAL LUMBER

2. PROVIDE GALVANIZED HORIZONTAL JOINT REINFORCING IN ALL WALLS AT 16" O.C.. PROVIDE ONE-PIECE PREFABRICATED "T" AND "L" SHAPED UNITS AT 8" O.C. AT ALL WALL CORNERS AND INTERSECTIONS.

3. IN GROUTED AND/OR REINFORCED MASONRY WALLS, USE MASONRY UNITS WITH CORES THAT ALIGN VERTICALLY. PROVIDE CONTINUOUS UNOBSTRUCTED CELLS FOR REINFORCEMENT PLACEMENT AND

GROUTING.

4. ALL REINFORCING STEEL SHALL BE PLACED AND TIED IN THE PROPER POSITION AS THE WALLS ARE CONSTRUCTED. LOWERING THE BARS IN FROM THE TOP OF A COMPLETED WALL OR SECTION OF WALL IS

NOT ALLOWED.

5. LAP SPLICES FOR REINFORCING BARS SHALL BE 50 BAR DIAMETERS UNLESS NOTED OTHERWISE.

6. CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT FOR ALL MASONRY WORK UNTIL PERMANENT ROOF

FRAMING IS IN PLACE.

7. DO NOT APPLY UNIFORM FLOOR OR ROOF LOADS FOR AT LEAST 12 HOURS AND CONCENTRATED LOADS

FOR AT LEAST 3 DAYS AFTER BUILDING MASONRY WALLS OR COLUMNS.

8. WATERPROOFING OF THE FOUNDATION WALLS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL DWG.'S

AND OR SPECIFICATIONS.

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STRUCTURAL NOTES 2

REVISIONSHEET NO.

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

JOB NUMBER:SEAL

BYDATEREVISIONSREVISION

NUMBER

PROJECT INFORMATIONAIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

RJK

KLE

LDA

3/8"=1'-0" 23036

℄ CONSTRUCTION

STABILIZE OR REMOVE

UPHILL DEBRIS HAZARDS

TRIM EXPOSED ROOTS

FLUSH WITH GROUND

TRIM BRANCHES IN

FRONT OF GROWTH

COLLAR (TYP.)

TRIM BRANCHES IN

FRONT OF GROWTH

COLLAR (TYP.)

REMOVE

HAZARDOUS TREES

REMOVE BOULDERS

EXTENDING INTO

CLEAR ZONE

BRUSH

CLEARING

HAZARD TREE REMOVAL WIDTH HAZARD TREE REMOVAL WIDTH

CLEARING LIMIT

UPHILL WIDTH

SHLDR TREAD WIDTH SHLDR

HNOTES:

1. VEGETATION TRIMMING & CLEARING SHALL ONLY TAKE PLACE

BETWEEN NOVEMBER 15 AND MARCH 31.

2. LEAVE TREE STUMP MAXIMUM HEIGHT: INCLUDES EXISTING

STUMPS AND STUMPS LEFT FROM TREES CUT TO CONSTRUCT

THE TRAIL

TRAIL NAME

CLEARING

METHOD

CLEAR ZONETREE CLEARING LIMITS LEAVE TREES

STUMP

MAXIMUM

HEIGHT

UPHILL

WIDTH

DOWNHILL

WIDTH

CLEAR

HEIGHT

WIDTH

DISTANCE

MINIMUM

DIAMETER

HAZARD

TREE

REMOVAL

WIDTH

DISPOSAL

METHOD

MIDDLE RIDGE CONNECTOR TRAIL

DEER RUN CONNECTOR TRAIL

BUBBLING SPRINGS TRAIL

DEER RUN TRAIL REPAIR

ABE RUN TRAIL REPAIR

TRAILBED

WIDTH

TRAIL

SHOULDER

WIDTH

NONE

10'

16'

20'

10'

20'

15'

LEAVE TREES: LEAVE TREES SHOULD BE LIVE, SOUND AND UNDAMAGED WITH

UNCOMPROMISED ROOT SYSTEMS.

HAZARD TREES: HAZARD TREES ARE TREES THAT ARE STANDING OR LEANING DEAD TREES

LARGER THAN 8" IN DIAMETER.

20'

C1 TREES, PRUNING, BRUSH, ROOT REMOVAL,

LOOSE ROCK REMOVAL

C2 ROOT & LARGE ROCK REMOVAL AT REPAIR

LOCATIONS

C3 HAZARD TREES, PRUNING, BRUSH, ROOT

REMOVAL, LOOSE ROCK REMOVAL

CLEARING

TYPE

DESCRIPTION OF WORK

D1 HAUL TREES TO DISPOSAL SITE. LOP AND

SCATTER BRANCHES, BRUSH, & ROCK

OUTSIDE TRAILWAY ON DOWNHILL SIDE OF

TRAIL OR ON AREAS OF TRAIL OBLITERATION

D2 HAUL ALL TREES AND TRIMMINGS TO

DISPOSAL SITE

D3 SCATTER ROOTS AND ROCK OUT OF

TRAILWAY ON THE DOWNHILL SIDE OF THE

TRAIL OR ON AREAS OF TRAIL OBLITERATION

DISPOSAL

TYPE

DESCRIPTION OF WORK

CLEARING LIMITS - TREES, LOGS & BRUSH CLEARING METHOD DISPOSAL METHOD

EMBEDDED

ROCK

LOOSE

ROCK

CLEARING LIMIT

DOWNHILL WIDTH

CLEAR ZONE F CLEAR ZONE F

G H

H T

LEAVE TREES

DISTANCE H

LEAVE TREES

DISTANCE H

CANAAN VALLEY RESORT

STATE PARK PROJECT

TRAIL IMPROVEMENTS

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File details come from the government source that posted it. Updated Jul 8, 2025.