Cass Scenic Railroad State Park_New Campground_Drawings_Bid Set_06.10.2022 Reduced.pdf

PDF 31 MB Posted Oct 7, 2022

Attached to: Cass Scenic Railroad State Park New Campground
Solicitation number: CRFQ 0310 DNR2300000001 4
Issued by: Ohio County, West Virginia

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Written by GovTribe AI · Mar 12, 2026

Cass Scenic Railroad State Park New Campground – Bid Set Summary

This is a comprehensive bid set for a proposed campground improvement project prepared by the West Virginia Division of Natural Resources, Parks and Recreation in Pocahontas County, West Virginia. The project involves the construction of a 100-campsite facility on approximately 16.5 acres within the 334.6-acre Cass Scenic Railroad State Park property. The work includes site development with campsite preparation, two bathhouse facilities, supporting infrastructure, and utility installations. Specific deliverables encompass 100 campsites (including standard, ADA-accessible, and equestrian sites numbered 1-100), two complete bathhouse buildings with mechanical, electrical, and plumbing systems, a check-in station, dump station with holding tank disposal, approximately 43,000 linear feet of roadways with various configurations, 6-inch waterline installation totaling approximately 4,300 linear feet, sanitary sewer forcemain and gravity lines, electrical service infrastructure with multiple distribution panels and transformers, landscape improvements with native plant species, and comprehensive erosion and sediment control measures. The base bid consists of campsites 1-30 and 69-100 with both bathhouses and related infrastructure; Additive Alternate No. 1 includes campsites 31-68; Additive Alternate No. 2 addresses demolition of five existing structures; and Additive Alternate No. 3 covers water tank level control work. Construction duration is anticipated at one year with potential future borrow site disturbance of approximately 0.5 acres.

Pricing is structured with base bid and additive alternates allowing flexibility in project scope and cost management. The design includes detailed specifications for materials including PVC C-900 water pipe (DR 18, 235 PSI), cast iron and ductile iron fittings, HDPE service lines, hot-mix asphalt paving, treated wood construction materials, and commercial-grade plumbing fixtures. Contractor responsibilities include sediment and erosion control maintenance, all material disposal and recycling per West Virginia Division of Environmental Protection regulations, coordination with utility companies for power and telecommunications infrastructure, and restoration of all disturbed areas. The project documentation incorporates current 2015 International Building Code standards, 2017 National Electrical Code, and West Virginia Division of Highways Standard Specifications. Funding is provided through the West Virginia state system with oversight by the WVDNR Parks and Recreation division. The bid set includes 41 plan sheets covering civil, structural, mechanical, electrical, and plumbing systems with detailed construction drawings, schedules, specifications, and typical details to facilitate contractor estimation and construction execution.

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Other files

File	Type	Posted
Final_CRFQ_0310_DNR2300000001_2_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2022
Final_CRFQ_0310_DNR2300000001_3_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2022
Addendum #2 9-16-2022.pdf	PDF	Oct 7, 2022
Cass Scenic Railroad State Park_New Campground_Specifications_Bid Set_06.10.2022 Reduced.pdf	PDF	Oct 7, 2022
Final_CRFQ_0310_DNR2300000001_1_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2022
Addendum #3 10-7-2022.pdf	PDF	Oct 7, 2022
Final_CRFQ_0310_DNR2300000001_4_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2022
Addendum #1 8-10-2022.pdf	PDF	Oct 7, 2022
Ssolicitation Docs 7-6-2022.pdf	PDF	Oct 7, 2022

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LOCATION MAP

VICINTY MAP

INDEX OF DRAWINGS

CASS SCENIC RAILROAD STATE PARK

BROOKE

HANCOCK

Wellsburg

New Cumberland

KENTUCKY

PENNSYLVANIA

OHIO

Romney

Keyser

MoorefieldParsons

Kingwood

Morgantown

Phillipi Weston

Fairmont

Marlinton

Charleston

Clay

Hamlin

Sutton

Lewisburg

Fayetteville

Union

Hinton

Beckley

Logan

Welch

Pineville

HAMPSHIRE

MINERAL

GRANT

HARDY

PENDLETON

TUCKER

PRESTON

MONONGALIA

TAYLOR

BARBOUR

UPSHUR

LEWIS

MARION

HARRISON

TYLER

WETZEL

MARSHALL

OHIO

CABELL

WAYNE

JACKSON

POCAHONTAS

NICHOLAS

MASON

PUTNAM

KANAWHA

CLAY

WOOD

RITCHIE

WIRT

ROANE

LINCOLN

BRAXTON

WEBSTER

GREENBRIER

FAYETTE

MONROE

SUMMERS

RALEIGH

MERCER

LOGAN

MINGO

McDOWELL

WYOMING

GILMER

BOONE

Grafton

Spencer

Winfield

Madison

Williamson

Princeton

Martinsburg

Berkeley Springs

Clarksburg

Ripley

Harrisville

St. Marys

New Martinsville

Moundsville

Wheeling

Summersville

Franklin

Glenville

Webster Springs

MARYLAND

VIRGINIA

MORGAN

BERKELEY

JEFFERSON

CALHOUN

Elkins

RANDOLPH

PetersburgBuckhannon Grantsville

West UnionPLEASANTS

Parkersburg

Point Pleasant

Huntington

Wayne

Elizabeth

DODDRIDGE

Middlebourne

Charles Town

WEST VIRGINIA DIVISION OF NATURAL RESOURCES - PARKS AND RECREATION

POCAHONTAS COUNTY, WEST VIRGINIA

NEW CAMPGROUND

RECOMMENDED FOR APPROVAL:

KENNON CHAMBERS, PE 15614 DATE

PREPARED BY:

ISSUED FOR PERMITS DATE:

APPROVED FOR BID DATE:

APPROVED FOR CONSTRUCTION DATE:

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PROJECT AREA

AutoCAD SHX Text C000 CIVIL TITLE SHEET CIVIL TITLE SHEET C001 TYPICAL SECTIONS TYPICAL SECTIONS C002 TYPICAL CAMPSITE SECTIONS TYPICAL CAMPSITE SECTIONS C003 GENERAL NOTES GENERAL NOTES C004 SHEET INDEX SHEET INDEX C005 GEOMETRIC LAYOUT GEOMETRIC LAYOUT C006-C007 EXISTING CONDITIONS EXISTING CONDITIONS C008-C011 DEMOLITION PLANS DEMOLITION PLANS C012-C014 PLAN SHEETS PLAN SHEETS C012A-C014A CAMPSITE LAYOUT PLANS CAMPSITE LAYOUT PLANS C015-C017 GRADING PLANS GRADING PLANS C018-C021 UTILITY PLANS UTILITY PLANS C022-C024 LANDSCAPE PLANS LANDSCAPE PLANS C025-C027 EROSION & SEDIMENT CONTROL PLANS EROSION & SEDIMENT CONTROL PLANS C028-C031 ROAD PROFILES ROAD PROFILES C032-C033 UTILITY PROFILES UTILITY PROFILES C034 DUMP STATION PLAN & DETAILS DUMP STATION PLAN & DETAILS C035-C036 LANDSCAPE DETAILS LANDSCAPE DETAILS C037 EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL DETAILS C038 SANITARY SEWER DETAILS SANITARY SEWER DETAILS C039-C041 WATERLINE DETAILS WATERLINE DETAILS A001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES A100 CAMPGROUND BATHHOUSES PLAN SHEET CAMPGROUND BATHHOUSES PLAN SHEET A101 CAMPGROUND BATHHOUSES FLOOR PLANS CAMPGROUND BATHHOUSES FLOOR PLANS A102 CAMPGROUND BATHHOUSES REFLECTED CEILING, ROOF PLAN, & FINISH PLAN CAMPGROUND BATHHOUSES REFLECTED CEILING, ROOF PLAN, & FINISH PLAN A201 CAMPGROUND BATHHOUSES BUILDING ELEVATIONS CAMPGROUND BATHHOUSES BUILDING ELEVATIONS A301 CAMPGROUND BATHHOUSES BUILDING SECTIONS CAMPGROUND BATHHOUSES BUILDING SECTIONS A401 CAMPGROUND BATHHOUSES ENLARGED DETAILS CAMPGROUND BATHHOUSES ENLARGED DETAILS A500 TYPICAL DETAILS TYPICAL DETAILS A600 PARTITION TYPES PARTITION TYPES S.1 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S.2 CAMPGROUND BATHHOUSES FOUNDATION PLAN CAMPGROUND BATHHOUSES FOUNDATION PLAN S.3 CAMPGROUND BATHHOUSES FRAMING PLAN CAMPGROUND BATHHOUSES FRAMING PLAN S.4 STRUCTURAL DETAILS STRUCTURAL DETAILS E000 CAMPGROUND ELECTRICAL NOTES & LEGENDS CAMPGROUND ELECTRICAL NOTES & LEGENDS E101 CAMPGROUND BATHHOUSE A ELECTRICAL & LIGHTING PLAN CAMPGROUND BATHHOUSE A ELECTRICAL & LIGHTING PLAN E102 CAMPGROUND BATHHOUSE B ELECTRICAL & LIGHTING PLAN CAMPGROUND BATHHOUSE B ELECTRICAL & LIGHTING PLAN E103 OVERALL SITE POWER PLAN OVERALL SITE POWER PLAN E104 SITE POWER PLAN - AREA 'A' SITE POWER PLAN - AREA 'A' E105 SITE POWER PLAN - AREA 'B' SITE POWER PLAN - AREA 'B' E106 SITE POWER PLAN - AREA 'C' SITE POWER PLAN - AREA 'C' E107 SITE POWER PLAN - AREA 'D' SITE POWER PLAN - AREA 'D' E501 ELECTRICAL ONE-LINE ELECTRICAL ONE-LINE E502 ELECTRIC SERVICE BACKBOARD DETAIL ELECTRIC SERVICE BACKBOARD DETAIL E503 CANOPY DETAILS CANOPY DETAILS E601-E602 CAMPGROUND ELECTRICAL SCHEDULES CAMPGROUND ELECTRICAL SCHEDULES M000 MECHANICAL ABBREVIATIONS, NOTES, & LEGENDS MECHANICAL ABBREVIATIONS, NOTES, & LEGENDS M101 CAMPGROUND BATHHOUSES MECHANICAL PLAN, NOTES, & LEGENDS CAMPGROUND BATHHOUSES MECHANICAL PLAN, NOTES, & LEGENDS M201 CAMPGROUND BATHHOUSES MECHANICAL SECTION VIEWS & DETAILS CAMPGROUND BATHHOUSES MECHANICAL SECTION VIEWS & DETAILS M501 CAMPGROUND MECHANICAL DETAILS CAMPGROUND MECHANICAL DETAILS M601 CAMPGROUND MECHANICAL SCHEDULES CAMPGROUND MECHANICAL SCHEDULES P000 CAMPGROUND PLUMBING ABBREVIATIONS, NOTES, & LEGENDS CAMPGROUND PLUMBING ABBREVIATIONS, NOTES, & LEGENDS P101 CAMPGROUND BATHHOUSE A PLUMBING PLANS CAMPGROUND BATHHOUSE A PLUMBING PLANS P102 CAMPGROUND BATHHOUSE B PLUMBING PLANS CAMPGROUND BATHHOUSE B PLUMBING PLANS P401 CAMPGROUND BATHHOUSES ENLARGED PLUMBING PLANS CAMPGROUND BATHHOUSES ENLARGED PLUMBING PLANS P601 CAMPGROUND BATHHOUSES SCHEDULES & DETAILSCAMPGROUND BATHHOUSES SCHEDULES & DETAILS

TYPICAL SECTION - TWO WAY ROAD

CASS CAMPGROUND LOOP - STA. 0+10.17 - STA. 0+61.18

TYPICAL SECTION - ONE WAY ROAD

CASS CAMPGROUND LOOP - STA. 12+09.59 - STA. 41+77.33

CASS CAMPGROUND

LOOP

TYPICAL SECTION - DUMP STATION AREA

CASS CAMPGROUND LOOP - STA. 5+54.84 (10' LT.) - STA. 6+79.39 (10' LT.)

TYPICAL SECTION - TWO WAY ROAD - ALTERNATING TRAFFIC

CASS CAMPGROUND LOOP - STA. 0+61.18 - STA. 2+22.57

TYPICAL SECTION - TWO WAY ROAD

CASS CAMPGROUND LOOP - STA. 2+22.57 - STA. 11+99.59

CASS CAMPGROUND LOOP - STA. 41+77.33 - STA. 45+74.90

TYPICAL SECTION - TWO WAY ROAD

CASS CAMPGROUND CONNECTOR - STA. 60+07.00 - 63+59.86

TYPICAL SECTION - ONE WAY ROAD

CASS BATHHOUSE CONNECTOR - STA. 50+10.00 - STA, 52+99.37

TYPICAL SECTION - TWO WAY ROAD

SLABTOWN CAMPGROUND - STA. 70+10 - STA. 70+93.79

TYPICAL SECTION - ONE WAY ROAD

SLABTOWN CAMPGROUND - STA. 71+05.24 - STA. 77+27.06

TYPICAL SECTION - ONE WAY ROAD

SLABTOWN CAMPGROUND CHECK-IN - STA. 80+11.44 - STA. 81+75.49

SLABTOWN

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CAMPSITES 1-36, 48-81, & 83-96

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CAMPSITES 82, 97-100

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AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ANY ON SITE STAGING AREAS WITH PARK SUPERINTENDENT. CONTRACTOR SHALL COORDINATE ANY ON SITE STAGING AREAS WITH PARK SUPERINTENDENT. 2. ALL MATERIAL SHALL BE APPROPRIATELY RECYCLED OR DISPOSED OF LEGALLY IN ACCORDANCE WITH THE WV DIVISION OF ALL MATERIAL SHALL BE APPROPRIATELY RECYCLED OR DISPOSED OF LEGALLY IN ACCORDANCE WITH THE WV DIVISION OF ENVIRONMENTAL PROTECTION SOLID WASTE REGULATIONS. 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO KEEP SILT, THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO KEEP SILT, DIRT, AND DEBRIS OUT OF EXISTING DRAINAGE AND OFF SURROUNDING PROPERTY. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADE FENCING, WARNING LIGHTS, ETC. AROUND THE PROJECT AREA, THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADE FENCING, WARNING LIGHTS, ETC. AROUND THE PROJECT AREA, EQUIPMENT, AND MATERIALS AS NECESSARY TO PROTECT THE PUBLIC FROM HAZARDS ASSOCIATED WITH CONSTRUCTION OPERATIONS. 6. THE CONTRACTOR SHALL SITE GRADE THE TRAIL CROSSINGS ON THE MAIN LINE TO MATCH THE PROPOSED ROAD GRADE. THE CONTRACTOR SHALL SITE GRADE THE TRAIL CROSSINGS ON THE MAIN LINE TO MATCH THE PROPOSED ROAD GRADE. THE COST FOR DOING THIS WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS WITHIN THE PROJECT. 7. THE CONTRACTOR SHALL MARK TREES TO BE REMOVED. PARK SUPERINTENDENT SHALL EVALUATE THE REMOVAL OF THE CONTRACTOR SHALL MARK TREES TO BE REMOVED. PARK SUPERINTENDENT SHALL EVALUATE THE REMOVAL OF TREES. THE CONTRACTOR SHALL TAKE CARE IN REMOVING TREES SO REMAINING TREES ARE NOT UNNECESSARILY DAMAGED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIAL FROM THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL LAWS PERTAINING TO DISPOSAL OF MATERIAL. THE COST OF THIS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE VARIOUS BID ITEMS. 9. EACH CAMPSITE SHALL BE MARKED WITH A CAMPSITE MARKER SIGN WITH THE APPROPRIATE CAMPSITE NUMBER. THE EACH CAMPSITE SHALL BE MARKED WITH A CAMPSITE MARKER SIGN WITH THE APPROPRIATE CAMPSITE NUMBER. THE CONTRACTOR SHALL COORDINATE WITH THE PARK SUPERINTENDENT FOR THE SIGN SPECIFICATIONS AND LOCATIONS. THE COST OF THE SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND INCLUDED IN THE VARIOUS BID ITEMS. 10. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR THE POWER AND TELE/DATA INFRASTRUCTURE THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR THE POWER AND TELE/DATA INFRASTRUCTURE HOOKUPS AT EACH CAMPSITE. WATERLINE NOTES 1. MINIMUM PIPE COVER SHALL BE 3.5 FEET. MINIMUM PIPE COVER SHALL BE 3.5 FEET. 2. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL AREAS DISTURBED BY CONSTRUCTION. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL AREAS DISTURBED BY CONSTRUCTION. 3. ALL WORK ALONG PARK ROADS SHALL COMPLY WITH THE CURRENT "WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD ALL WORK ALONG PARK ROADS SHALL COMPLY WITH THE CURRENT "WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS ROADS AND BRIDGES" PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS. MAINTENANCE OF TRAFFIC THROUGH THE CONSTRUCTION SHALL CONFORM TO WEST VIRGINIA DIVISION OF HIGHWAYS "TRAFFIC CONTROL FOR STREET AND MAINTENANCE OPERATIONS." ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE "ACCOMMODATION OF UTILITIES ON HIGHWAY RIGHT-OF-WAY" (LATEST EDITION). 4. THE PLANS SHOW THE LOCATION OF PROPOSED WATERLINES AND APPURTENANCES. THE WATERLINES AND THE PLANS SHOW THE LOCATION OF PROPOSED WATERLINES AND APPURTENANCES. THE WATERLINES AND APPURTENANCES, WHEN POSSIBLE, SHALL BE A MINIMUM OF FIVE (5) FEET OFF THE EDGE OF PAVEMENT. IN AREAS WHERE GUARDRAIL IS PRESENT, WATERLINE SHALL BE PLACED BETWEEN THE GUARDRAIL AND THE EDGE OF PAVEMENT. THIS SHALL BE SUBJECT TO THE APPROVAL OF THE INSPECTOR. 5. THE CONTRACTOR SHALL PROVIDE THE COMPACTION AND CONCRETE TESTING NECESSARY FOR HIS QUALITY CONTROL AND THE CONTRACTOR SHALL PROVIDE THE COMPACTION AND CONCRETE TESTING NECESSARY FOR HIS QUALITY CONTROL AND AS REQUIRED BY THE WEST VIRGINIA DIVISION OF HIGHWAYS. COPIES OF THESE TESTS SHALL BE MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 6. TRENCH REPAIR TO REPLACE SURFACE IN STREETS AND DRIVEWAYS SHALL BE PERFORMED WITHIN 30 DAYS OF PLACEMENT TRENCH REPAIR TO REPLACE SURFACE IN STREETS AND DRIVEWAYS SHALL BE PERFORMED WITHIN 30 DAYS OF PLACEMENT OF WATERLINE IN RESPECTIVE AREAS. DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM ALLOWABLE TRENCH PATCHING WIDTH AS SPECIFIED HEREIN SHALL BE REPAIRED AS DIRECTED BY THE INSPECTOR AT THE SOLE EXPENSE OF THE CONTRACTOR, UNLESS OTHERWISE APPROVED FOR PAYMENT BY THE INSPECTOR. 7. THE CONTRACTOR SHALL LAY THE WATERLINE A MINIMUM OF 4'-0" BELOW FINISH GRADE (TO THE TOP OF THE PIPE). THE CONTRACTOR SHALL LAY THE WATERLINE A MINIMUM OF 4'-0" BELOW FINISH GRADE (TO THE TOP OF THE PIPE). THE PIPE UNDER THE NORMAL STREAM CHANNEL SHALL BE 4'-0" MIN. TO THE TOP OF THE PIPE. THE WATERLINE MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE FOLLOWING STANDARDS: AWWA: C104, C110, C111, C151, C153, C219, C509, C550, C600, AND C651. 8. PARALLEL WATER AND SEWER LINES SHALL MAINTAIN A 10 FEET SEPARATION. WHERE WATER AND SEWER LINES CROSS, A PARALLEL WATER AND SEWER LINES SHALL MAINTAIN A 10 FEET SEPARATION. WHERE WATER AND SEWER LINES CROSS, A SEPARATION OF 18 INCHES SHALL BE MAINTAINED. THE WATERLINE SHALL BE ENCASED WITHIN A PIPE A MINIMUM OF 20 FT. AND ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. MATERIALS 1. ALL 6 INCH WATERLINE IS PVC C-900, DR 18, 235 PSI AS SHOWN ON THE PLANS. ALL 6 INCH WATERLINE IS PVC C-900, DR 18, 235 PSI AS SHOWN ON THE PLANS. 2. ALL FITTINGS, VALVES, AND HYDRANTS SHALL BE DUCTILE IRON AND RESTRAINED. THE CONTRACTOR SHALL INCLUDE THE ALL FITTINGS, VALVES, AND HYDRANTS SHALL BE DUCTILE IRON AND RESTRAINED. THE CONTRACTOR SHALL INCLUDE THE COST OF THE FITTINGS IN PRICE OF EACH RESPECTIVE PIPELINE BID ITEM. 3. SERVICE LINES SHALL BE HDPE 200 PSI, UNLESS OTHERWISE NOTED. CASING PIPE SHALL BE STEEL, WITH A MINIMUM SERVICE LINES SHALL BE HDPE 200 PSI, UNLESS OTHERWISE NOTED. CASING PIPE SHALL BE STEEL, WITH A MINIMUM WALL THICKNESS OF 0.250 INCHES. 4. ALL YARD HYDRANT HOOKUPS SHALL BE INCLUDED IN THE BID PRICE OF THE 6" WATERLINE PIPE. ALL YARD HYDRANT HOOKUPS SHALL BE INCLUDED IN THE BID PRICE OF THE 6" WATERLINE PIPE. 5. COST FOR ALL MATERIALS, FOR INSTALLING THE SEWER HOOKUPS AND THE 6" SANITARY COVERS, SHALL BE INCLUDED IN COST FOR ALL MATERIALS, FOR INSTALLING THE SEWER HOOKUPS AND THE 6" SANITARY COVERS, SHALL BE INCLUDED IN THE BID PRICE FOR THE SEWER LINE PIPE.

AutoCAD SHX Text SEWER LINE NOTES 1. ALL CONNECTIONS TO THE EXISTING WATER AND SANITARY SEWER LINES SHALL BE INCIDENTAL TO AND INCLUDED IN ALL CONNECTIONS TO THE EXISTING WATER AND SANITARY SEWER LINES SHALL BE INCIDENTAL TO AND INCLUDED IN OTHER ITEM COSTS, UNLESS A SPECIFIED BID ITEM IS PROVIDED FOR SUCH CONNECTION. 2. DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM ALLOWABLE TRENCH PATCHING WIDTH AS SPECIFIED HEREIN SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR, UNLESS OTHERWISE APPROVED FOR PAYMENT BY THE ENGINEER. 3. THE CONTRACTOR SHALL PERFORM MEASUREMENTS AND KEEP ADEQUATE RECORDS TO PROVIDE AS-BUILT DRAWINGS OF THE CONTRACTOR SHALL PERFORM MEASUREMENTS AND KEEP ADEQUATE RECORDS TO PROVIDE AS-BUILT DRAWINGS OF THE PROJECT. THE FIELD LOCATIONS OF SERVICE CONNECTIONS SHALL BE INCLUDED ON THE AS-BUILT DRAWINGS. THE COST OF AS-BUILT DRAWINGS IS INCIDENTAL TO THE PROJECT. A SET OF AS-BUILT DRAWINGS SHALL BE KEPT CURRENT BY THE CONTRACTOR AS WORK PROGRESSES. QUANTITY NOTE 1. YARD HYDRANTS ARE TO BE PLACED AT ALL CAMP SITES AND ONE SHALL BE PLACED AT THE DUMP STATION. YARD HYDRANTS ARE TO BE PLACED AT ALL CAMP SITES AND ONE SHALL BE PLACED AT THE DUMP STATION. CAMPSITE HYDRANTS SHALL BE WOODFORD SANITARY YARD HYDRANT MODEL S3 OR EQUIVALENT. DUMP STATION AND HANDICAP CAMPSITES SHALL BE WOODFORD MODEL S4H OR EQUIVALENT. S4H MODELS ARE ADA COMPLIANT. UTILITIES 1. THE CONTRACTOR SHALL NOTIFY MISS UTILITY THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF ANY THE CONTRACTOR SHALL NOTIFY MISS UTILITY THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF ANY UTILITY LINES. WORK IN THE STATE OF WEST VIRGINIA - TEL. 811 OR 1-800-245-4848 2. THE CONTRACTOR SHALL NOTIFY THE LISTED UTILITIES THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF THE CONTRACTOR SHALL NOTIFY THE LISTED UTILITIES THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF THEIR UNDERGROUND OR OVERHEAD UTILITY. CITYNET, LLC 100 CITYNET DRIVE BRIDGEPORT, WV 26330 TEL. 1-844-CITYNET FRONTIER - A CITIZENS COMMUNICATIONS COMPANY 816 LEE STREET E. CHARLESTON, WV 25301 TEL. 1-304-807-9776 FIRSTENERGY/MON POWER 5001 NASA BOULEVARD FAIRMONT, WV 26554 TEL. 1-800-686-0022 SPRUCE KNOB SENECA ROCKS TELEPHONE INC. 17009 MOUNTAINEER DRIVE RIVERTON, WV 26814 TEL. 1-304-567-2121 ADDITIVE ALTERNATE NOTES: 1. THE BASE BID SHALL CONSIST OF THE CONSTRUCTION OF CAMP SITES 1 THROUGH 30 AND 69 THROUGH 100, BOTH BATHOUSES, CHECK-IN THE BASE BID SHALL CONSIST OF THE CONSTRUCTION OF CAMP SITES 1 THROUGH 30 AND 69 THROUGH 100, BOTH BATHOUSES, CHECK-IN STATION, AND ALL GRADING, UTILITIES, PAVING, AND OTHER MISCELLANEOUS ITEMS FOR A COMPLETE AND IN-PLACE INSTALLATION. IF ONLY THE BASE BID IS AWARDED, THE CONTRACTOR SHALL MAKE PROVISIONS FOR EXTENDED ALL UTILITIES TO THAT ADDITIVE ALTERNATE NO. 1 PORTION OF THE SITE IN THE FUTURE. 2. ADDITIVE ALTERNATE NO. 1 SHALL BE THE ADDITION OF CAMP SITES 31 THROUGH 68 AND ALL GRADING, UTILITY EXTENSIONS, PAVING, AND OTHER ADDITIVE ALTERNATE NO. 1 SHALL BE THE ADDITION OF CAMP SITES 31 THROUGH 68 AND ALL GRADING, UTILITY EXTENSIONS, PAVING, AND OTHER MISCELLANEOUS ITEMS FOR A COMPLETE AND IN-PLACE INSTALLATION. 3. ADDITIVE ALTERNATE NO. 2 SHALL BE THE DEMOLITION OF HOUSES 264 AS SHOWN ON SHEET NO. C008 AND 328, 322, 127, AND THE GREENBRIER ADDITIVE ALTERNATE NO. 2 SHALL BE THE DEMOLITION OF HOUSES 264 AS SHOWN ON SHEET NO. C008 AND 328, 322, 127, AND THE GREENBRIER RIVER TRAIL HOUSE AS SHOWN ON SHEET NO. C009. THE DEMOLITION OF THESE STRUCTURES IS NOT TO BE CONSIDERED PART OF THE BASE BID. 4. ADDITIVE ALTERNATE NO. 3 SHALL BE THE ADDITIONAL WATER TANK LEVEL CONTROL WORK AS SPECIFIED IN SECTION 333500 WATER TANK LEVEL ADDITIVE ALTERNATE NO. 3 SHALL BE THE ADDITIONAL WATER TANK LEVEL CONTROL WORK AS SPECIFIED IN SECTION 333500 WATER TANK LEVEL CONTROL. EQUESTRIAN SITES (SITES 37 THROUGH 47) 1. EACH EQUESTRIAN SITE SHALL HAVE ONE HORSE CORRAL INCLUDED WITH IT. THE CORRALLS SHALL CONSIST OF FOUR (4) 5' X 10' 6-BAR PANELS EACH EQUESTRIAN SITE SHALL HAVE ONE HORSE CORRAL INCLUDED WITH IT. THE CORRALLS SHALL CONSIST OF FOUR (4) 5' X 10' 6-BAR PANELS AND ONE (1) 6' PANEL WITH A 4' WIDE WALK-THRU ARCHED GATE. EACH OF THE PANLES SHALL BE GALVANIZED AND MANUFACTURED BY THE HOOVER FENCE COMPANY OF NEWTON FALLS, OH, OR ENGINEER APPROVED EQUAL. ADA CAMPSITES (SITES 82, 97 THROUGH 100) 1. EACH ADA SITE SHALL HAVE ONE (1) ACCESSIBLE CAMPFIRE RING SUCH AS PART NO. 11302-SP23, 30” X 23”, AS MANUFACTURED BY JAMESTOWN EACH ADA SITE SHALL HAVE ONE (1) ACCESSIBLE CAMPFIRE RING SUCH AS PART NO. 11302-SP23, 30” X 23”, AS MANUFACTURED BY JAMESTOWN X 23”, AS MANUFACTURED BY JAMESTOWN , AS MANUFACTURED BY JAMESTOWN ADVANCED PRODUCTS (WWW.JAMESTOWNADVANCED.COM), OR ENGINEER APPROVED EQUAL. 2. ALSO, EACH ADA SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC ALSO, EACH ADA SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE FEATURES A UNIVERSAL ACCESS DESIGN GALVANIZED FRAME. STANDARD CAMPSITES 1. EACH OF THE STANDARD AND EQUESTRIAN SITES SHALL HAVE ONE (1) CAMFIRE RING SUCH AS PART NO. 11684, 30” X 16 5/8”, AS EACH OF THE STANDARD AND EQUESTRIAN SITES SHALL HAVE ONE (1) CAMFIRE RING SUCH AS PART NO. 11684, 30” X 16 5/8”, AS X 16 5/8”, AS , AS MANUFACTURED BY JAMESTOWN ADVANCED PRODUCTS (WWW.JAMESTOWNADVANCED.COM), OR ENGINEER APPROVED EQUAL. 2. ALSO, EACH SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE ALSO, EACH SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE FEATURES A NON-TIP, NON-TRIP WALK THROUGH DESIGN WITH A ONE-PIECE GALVANIZED FRAME CONTINUOUSLY MIG WELDED FOR SUPERIOR STRENGTH.

SEWER LINE NOTES 1. ALL CONNECTIONS TO THE EXISTING WATER AND SANITARY SEWER LINES SHALL BE INCIDENTAL TO AND INCLUDED IN ALL CONNECTIONS TO THE EXISTING WATER AND SANITARY SEWER LINES SHALL BE INCIDENTAL TO AND INCLUDED IN OTHER ITEM COSTS, UNLESS A SPECIFIED BID ITEM IS PROVIDED FOR SUCH CONNECTION. 2. DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM ALLOWABLE TRENCH PATCHING WIDTH AS SPECIFIED HEREIN SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR, UNLESS OTHERWISE APPROVED FOR PAYMENT BY THE ENGINEER. 3. THE CONTRACTOR SHALL PERFORM MEASUREMENTS AND KEEP ADEQUATE RECORDS TO PROVIDE AS-BUILT DRAWINGS OF THE CONTRACTOR SHALL PERFORM MEASUREMENTS AND KEEP ADEQUATE RECORDS TO PROVIDE AS-BUILT DRAWINGS OF THE PROJECT. THE FIELD LOCATIONS OF SERVICE CONNECTIONS SHALL BE INCLUDED ON THE AS-BUILT DRAWINGS. THE COST OF AS-BUILT DRAWINGS IS INCIDENTAL TO THE PROJECT. A SET OF AS-BUILT DRAWINGS SHALL BE KEPT CURRENT BY THE CONTRACTOR AS WORK PROGRESSES. QUANTITY NOTE 1. YARD HYDRANTS ARE TO BE PLACED AT ALL CAMP SITES AND ONE SHALL BE PLACED AT THE DUMP STATION. YARD HYDRANTS ARE TO BE PLACED AT ALL CAMP SITES AND ONE SHALL BE PLACED AT THE DUMP STATION. CAMPSITE HYDRANTS SHALL BE WOODFORD SANITARY YARD HYDRANT MODEL S3 OR EQUIVALENT. DUMP STATION AND HANDICAP CAMPSITES SHALL BE WOODFORD MODEL S4H OR EQUIVALENT. S4H MODELS ARE ADA COMPLIANT. UTILITIES 1. THE CONTRACTOR SHALL NOTIFY MISS UTILITY THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF ANY THE CONTRACTOR SHALL NOTIFY MISS UTILITY THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF ANY UTILITY LINES. WORK IN THE STATE OF WEST VIRGINIA - TEL. 811 OR 1-800-245-4848 2. THE CONTRACTOR SHALL NOTIFY THE LISTED UTILITIES THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF THE CONTRACTOR SHALL NOTIFY THE LISTED UTILITIES THREE (3) DAYS IN ADVANCE OF ANY WORK IN THE VICINITY OF THEIR UNDERGROUND OR OVERHEAD UTILITY. CITYNET, LLC 100 CITYNET DRIVE BRIDGEPORT, WV 26330 TEL. 1-844-CITYNET FRONTIER - A CITIZENS COMMUNICATIONS COMPANY 816 LEE STREET E. CHARLESTON, WV 25301 TEL. 1-304-807-9776 FIRSTENERGY/MON POWER 5001 NASA BOULEVARD FAIRMONT, WV 26554 TEL. 1-800-686-0022 SPRUCE KNOB SENECA ROCKS TELEPHONE INC. 17009 MOUNTAINEER DRIVE RIVERTON, WV 26814 TEL. 1-304-567-2121 ADDITIVE ALTERNATE NOTES: 1. THE BASE BID SHALL CONSIST OF THE CONSTRUCTION OF CAMP SITES 1 THROUGH 30 AND 69 THROUGH 100, BOTH BATHOUSES, CHECK-IN THE BASE BID SHALL CONSIST OF THE CONSTRUCTION OF CAMP SITES 1 THROUGH 30 AND 69 THROUGH 100, BOTH BATHOUSES, CHECK-IN STATION, AND ALL GRADING, UTILITIES, PAVING, AND OTHER MISCELLANEOUS ITEMS FOR A COMPLETE AND IN-PLACE INSTALLATION. IF ONLY THE BASE BID IS AWARDED, THE CONTRACTOR SHALL MAKE PROVISIONS FOR EXTENDED ALL UTILITIES TO THAT ADDITIVE ALTERNATE NO. 1 PORTION OF THE SITE IN THE FUTURE. 2. ADDITIVE ALTERNATE NO. 1 SHALL BE THE ADDITION OF CAMP SITES 31 THROUGH 68 AND ALL GRADING, UTILITY EXTENSIONS, PAVING, AND OTHER ADDITIVE ALTERNATE NO. 1 SHALL BE THE ADDITION OF CAMP SITES 31 THROUGH 68 AND ALL GRADING, UTILITY EXTENSIONS, PAVING, AND OTHER MISCELLANEOUS ITEMS FOR A COMPLETE AND IN-PLACE INSTALLATION. 3. ADDITIVE ALTERNATE NO. 2 SHALL BE THE DEMOLITION OF HOUSES 264 AS SHOWN ON SHEET NO. C008 AND 328, 322, 127, AND THE GREENBRIER ADDITIVE ALTERNATE NO. 2 SHALL BE THE DEMOLITION OF HOUSES 264 AS SHOWN ON SHEET NO. C008 AND 328, 322, 127, AND THE GREENBRIER RIVER TRAIL HOUSE AS SHOWN ON SHEET NO. C009. THE DEMOLITION OF THESE STRUCTURES IS NOT TO BE CONSIDERED PART OF THE BASE BID. 4. ADDITIVE ALTERNATE NO. 3 SHALL BE THE ADDITIONAL WATER TANK LEVEL CONTROL WORK AS SPECIFIED IN SECTION 333500 WATER TANK LEVEL ADDITIVE ALTERNATE NO. 3 SHALL BE THE ADDITIONAL WATER TANK LEVEL CONTROL WORK AS SPECIFIED IN SECTION 333500 WATER TANK LEVEL CONTROL. EQUESTRIAN SITES (SITES 37 THROUGH 47) 1. EACH EQUESTRIAN SITE SHALL HAVE ONE HORSE CORRAL INCLUDED WITH IT. THE CORRALLS SHALL CONSIST OF FOUR (4) 5' X 10' 6-BAR PANELS EACH EQUESTRIAN SITE SHALL HAVE ONE HORSE CORRAL INCLUDED WITH IT. THE CORRALLS SHALL CONSIST OF FOUR (4) 5' X 10' 6-BAR PANELS AND ONE (1) 6' PANEL WITH A 4' WIDE WALK-THRU ARCHED GATE. EACH OF THE PANLES SHALL BE GALVANIZED AND MANUFACTURED BY THE HOOVER FENCE COMPANY OF NEWTON FALLS, OH, OR ENGINEER APPROVED EQUAL. ADA CAMPSITES (SITES 82, 97 THROUGH 100) 1. EACH ADA SITE SHALL HAVE ONE (1) ACCESSIBLE CAMPFIRE RING SUCH AS PART NO. 11302-SP23, 30” X 23”, AS MANUFACTURED BY JAMESTOWN EACH ADA SITE SHALL HAVE ONE (1) ACCESSIBLE CAMPFIRE RING SUCH AS PART NO. 11302-SP23, 30” X 23”, AS MANUFACTURED BY JAMESTOWN X 23”, AS MANUFACTURED BY JAMESTOWN , AS MANUFACTURED BY JAMESTOWN ADVANCED PRODUCTS (WWW.JAMESTOWNADVANCED.COM), OR ENGINEER APPROVED EQUAL. 2. ALSO, EACH ADA SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC ALSO, EACH ADA SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE FEATURES A UNIVERSAL ACCESS DESIGN GALVANIZED FRAME. STANDARD CAMPSITES 1. EACH OF THE STANDARD AND EQUESTRIAN SITES SHALL HAVE ONE (1) CAMFIRE RING SUCH AS PART NO. 11684, 30” X 16 5/8”, AS EACH OF THE STANDARD AND EQUESTRIAN SITES SHALL HAVE ONE (1) CAMFIRE RING SUCH AS PART NO. 11684, 30” X 16 5/8”, AS X 16 5/8”, AS , AS MANUFACTURED BY JAMESTOWN ADVANCED PRODUCTS (WWW.JAMESTOWNADVANCED.COM), OR ENGINEER APPROVED EQUAL. 2. ALSO, EACH SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE ALSO, EACH SITE SHALL INCLUDE ONE (1) PICNIC TABLE EACH. THE TABLES SHALL BE 8' TREATED PINE OUTDOOR COMMERCIAL PARK PICNIC TABLE FEATURES A NON-TIP, NON-TRIP WALK THROUGH DESIGN WITH A ONE-PIECE GALVANIZED FRAME CONTINUOUSLY MIG WELDED FOR SUPERIOR STRENGTH.

C012 C019 C022

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INTERSTATE

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US ROUTE

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MAIN STREET

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DESCRIPTION

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CASS CAMPGROUND LOOP

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WASTE PILE

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WASTE PILE

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WASTE PILES

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TOP OF RIVER BANK

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TOP OF RIVER BANK

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TOP OF RIVER BANK

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BULLETIN BOARD

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12" CMP INV.= 2418.09

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CASS PARKING SIGN

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GREENBRIER RAIL TRAIL SIGN

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NO UNAUTHORIZED VEHICLES SIGN

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CROSS TIE PILE

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12" STEEL INV.= 2425.44

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12" STEEL INV.= BURIED

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12" HDPE INV.= 2426.08

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12" CMP INV.= 2425.46

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ABANDONED SHEEP FOOT ROLLER

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PICNIC TABLE

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WOODEN BENCH

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WOODEN BENCH

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CONCRETE 80 MILE MARKER

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ANCHOR POST AND CABLE

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STORM DRAIN DROP INLET RIM= 2445.21 INV. (OUT-12" CMP)= 2440.81

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12" CMP INV.= 2438.55

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STOP SIGN

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GREENBRIER RAIL TRAIL SIGN

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GREENBRIER RAIL TRAIL SIGN

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EXISTING AIR RELEASE VALVE

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RIPRAP AREA

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VALVE

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34" WATER LINE STUB-OUT

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STUB-OUT

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18" STEEL INV.= 2427.08

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18" STEEL INV.= BURIED

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CASS V.F.D. GRAVEL PARKING LOT

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CASS V.F.D. SIGN

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GREENBRIER RAIL TRAIL SIGNS

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STOP SIGN

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GRAVEL

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CASS STORE & RESTAURANT SIGN

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FIRE TRUCK SIGN

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STATE PARK SIGN

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ARROW SIGN

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GREENBRIER RIVER

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ADMIN/LAB BLDG. 1-STORY WOODEN STRUCTURE

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RUINS CONCRETE FOUNDATION

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TOP OF RIVER BANK

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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BOREHOLE #10

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PICNIC TABLE

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NO CAMPING SIGN

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SHELTER

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BIKE RACK ON CONCRETE PAD

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GENERATOR PAD

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POLISHING POND

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LAGOON

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POLISHING POND EFFLUENT STRUCTURE

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WOODEN CATWALK WITH RAILING

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WOODEN STRUCTURE

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ANCHOR POST AND CABLE

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MIXER

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ANCHOR POST AND CABLE

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LAGOON

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MIXER

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ANCHOR POST AND CABLE

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ANCHOR POST AND CABLE

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EXISTING FLOODWAY

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TO GREEN BANK

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TO SNOWSHOE

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EXISTING SANITARY MANHOLE (ABANDONED) (TYP.)

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VERTICAL BENCHMARK FOUND ON BRIDGE ABUTMENT PID#2154, ELEVATION= 2427.19

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NO.

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DATE

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C007

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MATCHLINE - SEE DRAWING NO. C007

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LARGE WOOD/LOG PILE

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WASTE PILE

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WASTE PILE

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CEMETERY LIMITS

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CONCRETE PAD

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12" CMP INV.= 2444.75

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12" CMP INV.= 2414.62

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12" CMP INV.= 2414.32

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CEMETERY LIMITS

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CEMETERY LIMITS

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CEMETERY LIMITS

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EXISTING CONCRETE COLUMNS

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ACTIVE FILL AREA

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WASTE PILE

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WASTE PILE

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12" CMP INV.= 2418.11

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12" CMP INV.= 2417.99

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8" PVC INVERT BURIED WITH STONE

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8" PVC INV.= 2426.73

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12" CMP INV.= 2418.09

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12" CMP INVERT BURIED

AutoCAD SHX Text SANITARY SEWER MANHOLE RIM= 2420.96 INV. (IN-8" PVC)= 2416.80 INV. (OUT-8" PVC)= 2416.70

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SANITARY SEWER OUTLET INV. (8" PVC)= 2413.99

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SEWER PERMIT SIGN

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CHLORINE CONTACT TANK

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CASS TO MARLINGTON SIGN

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CONCRETE 80 MILE MARKER

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ADMIN/LAB BLDG. 1-STORY WOODEN STRUCTURE

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500 YEAR FLOODPLAIN

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BOREHOLE #1

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BOREHOLE #2

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BOREHOLE #3

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BOREHOLE #4

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BOREHOLE #5

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BOREHOLE #6

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BOREHOLE #7

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BOREHOLE #8

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BOREHOLE #9

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100 YEAR FLOODPLAIN

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POLISHING POND EFFLUENT STRUCTURE

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WOODEN CATWALK WITH RAILING

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WOODEN STRUCTURE

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NO.

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DATE

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C006

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MATCHLINE - SEE DRAWING NO. C006

FRONT STREET

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264 COMPANY HOUSE TO BE DEMOLISHED

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TO SNOWSHOE

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TO GREEN BANK

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NO.

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C009

SPRUCE STREET

HEMLOCK LANE

Y M

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FRONT STREET

GREENBRIER RIVER RAIL TRAIL

DRAWING

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GREENBRIER RIVER

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TO GREEN BANK

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TO SNOWSHOE

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EXISTING GREENBRIER RIVER TRAIL HOUSE TO BE DEMOLISHED

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127 COMPANY HOUSE TO BE DEMOLISHED

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328 COMPANY HOUSE TO BE DEMOLISHED

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322 COMPANY HOUSE TO BE DEMOLISHED

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NO.

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DATE

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C-010

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MATCHLINE - SEE DRAWING NO. C008

A Y

DRAWING

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WASTE PILE

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WASTE PILE

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WASTE PILES

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TOP OF RIVER BANK

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TOP OF RIVER BANK

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TOP OF RIVER BANK

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BULLETIN BOARD

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12" CMP INV.= 2418.09

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CASS PARKING SIGN

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GREENBRIER RAIL TRAIL SIGN

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NO UNAUTHORIZED VEHICLES SIGN

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CROSS TIE PILE

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12" STEEL INV.= 2425.44

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12" STEEL INV.= BURIED

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12" HDPE INV.= 2426.08

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12" CMP INV.= 2425.46

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ABANDONED SHEEP FOOT ROLLER

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PICNIC TABLE

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WOODEN BENCH

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WOODEN BENCH

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SANITARY SEWER OUTLET INV. (8" PVC)= 2413.99

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SEWER PERMIT SIGN

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CASS TO MARLINGTON SIGN

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CONCRETE 80 MILE MARKER

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ANCHOR POST AND CABLE

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ANCHOR POST AND CABLE

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STORM DRAIN DROP INLET RIM= 2445.21 INV. (OUT-12" CMP)= 2440.81

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12" CMP INV.= 2438.55

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STOP SIGN

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GREENBRIER RAIL TRAIL SIGN

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GREENBRIER RAIL TRAIL SIGN

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EXISTING AIR RELEASE VALVE

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RIPRAP AREA

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VALVE

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34" WATER LINE STUB-OUT

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STUB-OUT

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18" STEEL INV.= 2427.08

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18" STEEL INV.= BURIED

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CASS V.F.D. GRAVEL PARKING LOT

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CASS V.F.D. SIGN

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GREENBRIER RAIL TRAIL SIGNS

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STOP SIGN

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GRAVEL

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CASS STORE & RESTAURANT SIGN

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FIRE TRUCK SIGN

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STATE PARK SIGN

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ARROW SIGN

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GREENBRIER RIVER

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ADMIN/LAB BLDG. 1-STORY WOODEN STRUCTURE

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RUINS CONCRETE FOUNDATION

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TOP OF RIVER BANK

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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COMPANY HOUSE

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PICNIC TABLE

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NO CAMPING SIGN

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SHELTER

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BIKE RACK ON CONCRETE PAD

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GENERATOR PAD

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POLISHING POND

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LAGOON

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POLISHING POND EFFLUENT STRUCTURE

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WOODEN CATWALK WITH RAILING

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WOODEN STRUCTURE

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ANCHOR POST AND CABLE

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MIXER

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ANCHOR POST AND CABLE

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LAGOON

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MIXER

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ANCHOR POST AND CABLE

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ANCHOR POST AND CABLE

AutoCAD SHX Text S

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EXISTING FLOODWAY

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EXISTING RUINS (CONCRETE FOUNDATION) TO BE DEMOLISHED

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EXISTING COMPANY HOUSE TO BE DEMOLISHED (TYP. F/5)

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TO GREEN BANK

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TO SNOWSHOE

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EXISTING GRAVEL DRIVEWAY TO BE REMOVED

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EXISTING GRAVEL DRIVE TO BE REMOVED

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EXISTING GRAVEL DRIVE & EXISTING SIGN TO BE REMOVED

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EXISTING GRAVEL DRIVE & 12" STEEL CULVERT TO BE REMOVED

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EXISTING GRAVEL DRIVE TO BE REMOVED

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VERTICAL BENCHMARK FOUND ON BRIDGE ABUTMENT PID#2154, ELEVATION= 2427.19

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NO.

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DATE

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C011

AutoCAD SHX Text

MATCHLINE - SEE DRAWING NO. C011

AutoCAD SHX Text

MATCHLINE - SEE DRAWING NO. C009

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LARGE WOOD/LOG PILE

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WASTE PILE

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WASTE PILE

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CEMETERY LIMITS

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CONCRETE PAD

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12" CMP INV.= 2444.75

AutoCAD SHX Text

12" CMP INV.= 2414.62

AutoCAD SHX Text

12" CMP INV.= 2414.32

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CEMETERY LIMITS

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CEMETERY LIMITS

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CEMETERY LIMITS

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EXISTING CONCRETE COLUMNS

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ACTIVE FILL AREA

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WASTE PILE

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WASTE PILE

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12" CMP INV.= 2418.11

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12" CMP INV.= 2417.99

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8" PVC INVERT BURIED WITH STONE

AutoCAD SHX Text

8" PVC INV.= 2426.73

AutoCAD SHX Text

12" CMP INV.= 2418.09

AutoCAD SHX Text

12" CMP INVERT BURIED

AutoCAD SHX Text SANITARY SEWER MANHOLE RIM= 2420.96 INV. (IN-8" PVC)= 2416.80 INV. (OUT-8" PVC)= 2416.70

AutoCAD SHX Text

SANITARY SEWER OUTLET INV. (8" PVC)= 2413.99

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SEWER PERMIT SIGN

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CHLORINE CONTACT TANK

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CASS TO MARLINGTON SIGN

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CONCRETE 80 MILE MARKER

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ADMIN/LAB BLDG. 1-STORY WOODEN STRUCTURE

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500 YEAR FLOODPLAIN

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AutoCAD SHX Text

100 YEAR FLOODPLAIN

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POLISHING POND EFFLUENT STRUCTURE

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WOODEN CATWALK WITH RAILING

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WOODEN STRUCTURE

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING CONCRETE COLUMNS TO BE DEMOLISHED

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EXISTING CONCRETE PAD TO BE DEMOLISHED

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EXISTING BUILDING TO BE DEMOLISHED

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EXISTING CONCRETE TO BE DEMOLISHED

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EXISTING GRAVEL DRIVE TO BE REMOVED

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EXISTING GRAVEL DRIVE TO BE REMOVED

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EXISTING GRAVEL DRIVE TO BE REMOVED

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NO.

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DATE

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DESCRIPTION

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MATCHLINE - SEE DRAWING NO. C010

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MATCHLINE - SEE DRAWING NO. C010

SLABTOWN CAMPGROUND

C A

N D

L O

O P

SLABTOWN CAMPGROUND CHECK-IN

AHEAD

YIELD

STOP

AHEAD

YIELD

MUST

RIGHT LANE

TURN RIGHT

DO NOT

ENTER

STOP

KEEP

RIGHT

ONE LANE

BRIDGE

YIELD

STOP

DRAWING

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TOP OF RIVER BANK

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TOP OF RIVER BANK

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BULLETIN BOARD

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PICNIC TABLE

AutoCAD SHX…

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