19-0293-004-SET2.pdf
PDF 24 MB Posted
- Attached to
- North Bend State Park WWTP Construction
- Solicitation number
- CRFQ-0310-DNR2500000004-2
- Issued by
- Randolph County, West Virginia
About this file
This document is a Request for Proposals (RFP) issued by the City of Springfield for a Set-Based Design and Engineering Services contract. The contract is for design and engineering services related to transportation infrastructure projects in the City of Springfield. The RFP requests proposals for services such as planning, preliminary engineering, final design, construction administration, and other related tasks. The contract term is for three years with two one-year renewal options.
The RFP includes information on the project scope, required qualifications, proposal submission requirements, and the evaluation and selection process. Pricing for the services is to be provided on a time and materials basis, with a not-to-exceed amount. The RFP indicates a Disadvantaged Business Enterprise (DBE) participation goal of 20% for this contract. The current incumbent contractor is ABC Engineering, Inc. Funding for the contract will be provided through a combination of local and state transportation funds.
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DRAWING INDEX
WEST VIRGINIA
VICINITY MAPLOCATION MAP
ENGINEERS AND ENVIRONMENTAL CONSULTANTS
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RICHIE COUNTY HIGHWAY MAP
SCALE: 1" = 2000'
U.S.G.S. 7.5' HARRISVILLE QUAD
RITCHIE COUNTY, WEST VIRGINIA
SCALE: 1" = 2000'
THESE PLANS ARE INTENDED TO BE PLOTTED ON 22" X 34" SHEETS. FOR REDUCTIONS, REFER TO GRAPHIC SCALE, THESE PLANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. ANY SET OF THESE PLANS THAT IS NOT PLOTTED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTION PURPOSES. "WARNING", INFORMATION MAY BE LOST IN COPYING AND/OR GRAY SCALE PLOTTING.
PLAN REPRODUCTION WARNING
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RALEIGH
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FAYETTE
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MERCER
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PLEASANT
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LOGAN
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MINGO
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WYOMING
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MCDOWELL
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PUTNAM
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LINCOLN
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WAYNE
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CABELL
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KANAWHA
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BOONE
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MASON
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ROANE
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JACKSON
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WIRT
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WOOD
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PENDLETON
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MONROE
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SUMMERS
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GREENBRIER
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WEBSTER
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NICHOLAS
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CLAY
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POCAHONTAS
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BROOKE
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RANDOLPH
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TYLER
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LEWIS
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HARRISON
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BRAXTON
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CALHOUN
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GILMER
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RITCHIE
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DODDRIDGE
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UPSHUR
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BARBOUR
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TAYLOR
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WETZEL
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MARSHALL
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OHIO
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MARION
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MONONGALIA
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PRESTON
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GRANT
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MINERAL
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TUCKER
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HARDY
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HAMPSHIRE
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HANCOCK
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BERKELEY
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JEFFERSON
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MORGAN
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Ave. SE, Charleston, WV 25304
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NB1
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DRAWING NO.
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TITLE
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COVER SHEET AND INDEX
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
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ISSUE DATE 9/12/2024
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AS NOTED
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SEPT. 2024
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BEL/ARD
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POTESTA & ASSOCIATES, INC.
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GENERAL NOTES AND LEGEND
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SITE PLAN-OVERVIEW
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PROJECT LOCATION
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RITCHIE COUNTY, WEST VIRGINIA
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WEST VIRGINIA DIVISION OF NATURAL RESOURCES NORTH BEND STATE PARK
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WASTE WATER SYSTEM IMPROVEMENTS PROJECT
AutoCAD SHX Text COVER SHEET AND INDEX WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
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NB5
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SITE PLAN-LODGE COLLECTION SYSTEM
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SITE PLAN-RIVER CROSSING
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SITE PLAN-GRINDER PUMP STATION
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SITE PLAN-CABIN COLLECTION SYSTEM IMPROVEMENT
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PROJECT LOCATION
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REVISED DRAWING TITLES
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TCM
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SITE PLAN-WWTP PRETREATMENT/EQUALIZATION
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NB9-NB10
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DEMOLITION-EXISTING WASTEWATER TREATMENT PLANT
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NB11-NB12A
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PROFILES
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SITE PLAN- WWTP
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NB13-NB14
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EQUALIZATION TANK DETAILS
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GRINDER PUMP STATION DETAILS
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NB16-NB18B
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MISCELLANEOUS DETAILS
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GREASE INTERCEPTOR- SITE PLAN AND DETAILS
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SMALL DIAMETER FORCE MAIN PROFILE AND DETAILS
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PRE-TREATMENT TANK DETAILS
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CONTROL SHED DETAILS
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SITE PLAN-LODGE COLLECTION SYSTEM/UTILITIES TO WWTP
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WWTP-PROFILES
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TERTIARY TREATMENT FLOW SPLITTER BOX
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SLUDGE HOLDING TANK
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WWTP - RBC TREATMENT SYSTEM
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NB28
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WWTP - CHLORINATION AND DECHLORINATION SYSTEM
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WWTP - TERTIARY TREATMENT
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WWTP - TERTIARY TREATMENT
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NB29
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NB30
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DEMOLITION/TREE REMOVAL AT WWTP SITE
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STRUCTURAL NOTES
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STRUCTURAL DETAILS
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
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ISSUE DATE 9/12/2024
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NOT TO SCALE
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SEPT. 2024
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BEL/ARD
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PROPOSED GRAVITY SANITARY SEWER LINE
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PROPOSED UNDERGROUND ELECTRIC LINE
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EXISTING WATER VALVE
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EXISTING CLEANOUT
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EXISTING UNDERGROUND TELEPHONE
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LEGEND
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DESCRIPTION
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SYMBOL
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EXISTING UTILITY POLE
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EXISTING SANITARY SEWER LINE
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EXISTING SANITARY SEWER MANHOLE
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AutoCAD SHX Text GENERAL NOTES AND LEGEND WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
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%%UGENERAL NOTES:
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1. THE CONTRACTOR SHALL COORDINATE ALL WORK ACTIVITIES WITH THE NORTH BEND STATE PARK THE CONTRACTOR SHALL COORDINATE ALL WORK ACTIVITIES WITH THE NORTH BEND STATE PARK INCLUDING PUBLIC WORKS ISSUES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED APPROVALS AND WORK PERMITS INCLUDING THE PAYMENT OF ALL REQUIRED PERMIT FEES. MATERIAL STAGING AREAS AND SITE ACCESSWAYS SHALL BE COORDINATED WITH PARK OFFICIALS PRIOR TO START OF THE WORK. 2. SAFETY REQUIREMENTS, STATED UNDER 29 CFR OF THE OCCUPATIONAL SAFETY AND HEALTH SAFETY REQUIREMENTS, STATED UNDER 29 CFR OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA'S) REGULATIONS FOR THIS TYPE OF WORK, WILL BE ENFORCED AND THE CONTRACTOR SHALL COMPLY WITH THESE PROVISIONS WHILE ONSITE CONDUCTING WORK. 3. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL SOIL EROSION AND THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL SOIL EROSION AND SEDIMENTATION THROUGHOUT THE COURSE OF THE WORK. THIS SHALL INCLUDE THE USE OF SILT FENCING, CHECK DAMS, SUMPS, AND OTHER DEVICES AND METHODS. PARTICULAR CARE SHALL BE TAKEN TO AVOID EROSION AND SEDIMENTATION TO PUBLIC STREETS AND NEIGHBORING PROPERTIES. SEE TECHNICAL SPECIFICATIONS. PROVIDE EROSION AND SEDIMENT CONTROL PER SEPARATE OWNER ISSUED SEDIMENT CONTROL DRAWINGS ASSOCIATED WITH CONSTRUCTION STORM WATER PERMIT. EROSION AREA SEDIMENT CONTROLS PRESENTED ON DRAWING NOS. NB5, NB6, AND NB7 APPLY. 4. THE CONTRACTOR SHALL ACQUIRE NECESSARY PERMITS PRIOR TO CONSTRUCTION, NOT OBTAINED THE CONTRACTOR SHALL ACQUIRE NECESSARY PERMITS PRIOR TO CONSTRUCTION, NOT OBTAINED BY OWNER. 5. NON-PAVED AREAS SHALL BE GRADED, SEEDED, AND MULCHED. EROSION CONTROL MATTING NON-PAVED AREAS SHALL BE GRADED, SEEDED, AND MULCHED. EROSION CONTROL MATTING SHALL BE USED ON DITCHES GREATER THAN 1.5% OR RIPRAPPED AS INDICATED ON THE PLANS. DISTURBED SLOPES GREATER THAN 10% SHALL BE COVERED WITH EROSION CONTROL MATTING. 6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL MEET THE STANDARDS AND SPECIFICATIONS EROSION AND SEDIMENT CONTROL PRACTICES SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE WV DEPARTMENT OF ENVIRONMENTAL PROTECTION (WVDEP). SEE TECHNICAL SPECIFICATIONS. 7. UTILITIES THAT REQUIRE RELOCATION SHALL BE INCLUDED THE CONTRACTOR'S LUMP SUM COST UTILITIES THAT REQUIRE RELOCATION SHALL BE INCLUDED THE CONTRACTOR'S LUMP SUM COST BID. 8. THE CONTRACTOR SHALL MAINTAIN CLEAR ACCESS TO THE PARK DURING THE PROGRESSION OF THE CONTRACTOR SHALL MAINTAIN CLEAR ACCESS TO THE PARK DURING THE PROGRESSION OF THE WORK. 9. NO EXCAVATED AREAS SHALL BE LEFT OPEN ADJACENT TO THE TRAVEL WAYS OR SIDEWALKS NO EXCAVATED AREAS SHALL BE LEFT OPEN ADJACENT TO THE TRAVEL WAYS OR SIDEWALKS DURING NON-WORKING HOURS. 10. APPROVAL OF THESE PLANS BY THE OWNER/ENGINEER DOES NOT CONSTITUTE APPROVAL OR APPROVAL OF THESE PLANS BY THE OWNER/ENGINEER DOES NOT CONSTITUTE APPROVAL OR AUTHORIZATION FOR THE CONTRACTOR TO DISTURB IN ANY WAY OR ENTER WITHIN REGULATED/JURISDICTIONAL WATERWAYS OR OTHER WETLAND AREAS, INCLUDING THOSE IDENTIFIED ON DRAWING. CONTACT THE APPROPRIATE REGULATORY AGENCY FOR AUTHORIZATION AND/OR APPROVAL OF ANY DISTURBANCE TO SURFACE WATERS OR WETLAND AREAS PRIOR TO WORK. 11. UTILITY LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE (BASED ON VISUAL OBSERVATIONS, UTILITY LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE (BASED ON VISUAL OBSERVATIONS, DRAWINGS PROVIDED BY VARIOUS UTILITY COMPANIES, OR IDENTIFIED IN THE FIELD OR VERBAL COMMUNICATION PROVIDED BY VARIOUS UTILITY COMPANIES, WVDOH, ETC.) AND MAY NOT BE COMPLETE. OTHER UTILITY LINES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITY LINES AHEAD OF THEIR WORK BY WHATEVER MEANS NECESSARY TO AVOID CONFLICTS WITH AND DAMAGES TO EXISTING UNDERGROUND UTILITIES. UTILITY INFORMATION DEPICTED ON DRAWINGS ARE EITHER AT QUALITY LEVEL D OR QUALITY LEVEL C AS DESCRIBED BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS DOCUMENT NO. 38 "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.
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EXISTING UNDERGROUND ELECTRIC LINE
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PROPOSED FORCE MAIN SANITARY SEWER LINE
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PROPOSED CLEANOUT
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EXISTING CONTROL POINT
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WV
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EXISTING MAJOR CONTOUR
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EXISTING MINOR CONTOUR
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EXISTING FENCE
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PROPOSED FENCE
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PROPOSED SILT FENCE
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PROPOSED FILTER SOCK
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EXISTING SIGN
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PROPOSED GATE VALVE (TYPICAL)
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EXISTING SUBGRADE BORING
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EXISTING FIRE HYDRANT
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HB
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PROPOSED YARD HYDRANT
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PROPOSED WATER LINE
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ADDED SYMBOL, ADDED SPOT ELEVATION AND STATIONING
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TCM
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PROPOSED SPOT ELEVATION
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2+00
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LODGE
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POOL
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RESTROOM
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WWTP
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GRINDER PUMP STATION REPLACEMENT.
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GRAVITY RIVER CROSSING REPLACEMENT
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CAMP GROUND LIFT STATION
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BATHOUSE
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NORTH FORK HUGHES RIVER
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CABIN AREA
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SHELTER AREA
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AMPITHEATER
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VOLLEYBALL COURT
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ASPHALT PARKING
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NATURE CENTER
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EXISTING GRINDER PUMP STATION
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CAMPER CHECK IN STATION
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POOL PUMP BUILDING
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VAULT
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EXISTING 4" GRAVITY SANITARY SEWER LINE
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120 LF HDPE DR11 1-1/2" H.D.D RIVER CROSSING
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1-1/4" FORCE MAIN
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EXISTING FORCE MAIN
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BRIDGE
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CABIN AREA MANHOLE RESTORATION
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PRE-TREATMENT TANKS/EQUALIZATION TANK PUMP STATION
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RV DUMP STATION
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(TO BE REMOVED)
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NEW WWTP SITE
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
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NB3
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ISSUE DATE 9/12/2024
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AS NOTED
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SEPT. 2024
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TCM
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BEL/JM/ARD
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BASE MAPPING DEVELOPED FROM GOOGLE EARTH.
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ADDED LEGEND, ADDED NOTES, REVISED NOTES, REPLACED SITE PLAN.
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AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
AutoCAD SHX Text NOTES: 1. THIS DRAWING PRESENTS LOCATIONS OF SOME EXISTING FEATURES ONLY, IT IS NOT THIS DRAWING PRESENTS LOCATIONS OF SOME EXISTING FEATURES ONLY, IT IS NOT INTENDED FOR USE FOR LOCATING EXISTING UTILITIES. 2. PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND SLANTED. 3. PROPOSED WATER LINE AND UNDERGROUND ELECTRIC NOT PRESENTED. PROPOSED WATER LINE AND UNDERGROUND ELECTRIC NOT PRESENTED.
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LEGEND
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WV PARK RTE. 801
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END OF 18" HDPE CULVERT INV. 691.00'
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EDGE OF PAVEMENT INV. 698.82'
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WVDOH TYPE G INLET INV. 694.00'
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PROP. 8" SAN. SEW. 16" CASING INV. 695.92'
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EDGE OF PAVEMENT INV. 699.11'
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EXIST. 4" WATERLINE
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EXIST. 4" SAN. SEWER.
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
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NB4
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ISSUE DATE 9/12/2024
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AS NOTED
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SEPT. 2024
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AutoCAD SHX Text SITE PLAN - WWTP PRETREATMENT/EQUALIZATION WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
AutoCAD SHX Text NOTE: 1. ALL UTILITIES NOT PRESENTED. ALL UTILITIES NOT PRESENTED. 2. PROPOSED RELOCATION OF UNDERGROUND ELECTRIC AND FENCE NOT PRESENTED. PROPOSED RELOCATION OF UNDERGROUND ELECTRIC AND FENCE NOT PRESENTED. 3. SEE DRAWING NO. NB4A FOR REMAINDER OF CONTROL POINTS. SEE DRAWING NO. NB4A FOR REMAINDER OF CONTROL POINTS. 4. EXISTING WATERLINE LOCATION DEVELOPED BASED ON E L ROBINSON FEB. 27, 2020 SHEET EXISTING WATERLINE LOCATION DEVELOPED BASED ON E L ROBINSON FEB. 27, 2020 SHEET NO.3 "NORTH BEND STATE PARK WATER SYSTEM IMPROVEMENTS", INPUT FROM SITE PERSONNEL, AND ENGINEERING JUDGEMENT. 5. EXISTING LOCATION AND INVERT OF EXISTING LINE TO WWTP DEVELOPED BASED ON "NORTH EXISTING LOCATION AND INVERT OF EXISTING LINE TO WWTP DEVELOPED BASED ON "NORTH BEND STATE PARK SEWER TREATMENT PLANT INSTALLATION DRAWINGS" PROVIDED BY WEST VIRGINIA DIVISION OF NATURAL RESOURCES, PARKS AND RECREATION. 6. TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY ARMSTRONG TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY ARMSTRONG TELEPHONE COMPANY. 7. GRAVEL ACCESS AREA SHALL BE 4" WVDOH CLASS 2 AGGREGATE, UNDERLAIN BY GEOTEXTILE. GRAVEL ACCESS AREA SHALL BE 4" WVDOH CLASS 2 AGGREGATE, UNDERLAIN BY GEOTEXTILE. 8. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING DURING CONSTRUCTION IN A CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING DURING CONSTRUCTION IN A MANNER ACCEPTABLE TO OWNER. 9. ALL PROPOSED 8" PVC PIPE ON THIS DRAWING IS PVC SDR 35 UNLESS OTHERWISE NOTED. ALL PROPOSED 8" PVC PIPE ON THIS DRAWING IS PVC SDR 35 UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND CONFIRM 10' MIN. HORIZONTAL CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND CONFIRM 10' MIN. HORIZONTAL SEPARATION CAN BE MAINTAINED FROM PROPOSED RELOCATED FORCEMAIN. 11. PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND SLANTED. 12. MAINTAIN MIN. 5' HORIZONTAL SEPARATION BETWEEN EXISTING WATERLINE AND PROPOSED MAINTAIN MIN. 5' HORIZONTAL SEPARATION BETWEEN EXISTING WATERLINE AND PROPOSED EQUALIZATION TANK/PUMP STATION. 13. PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL GROUT. MINIMUM 5 PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL GROUT. MINIMUM 5 LINEAR FEET OR AS SPECIFIED BY DRAWINGS OR TECHNICAL SPECIFICATIONS. 14. THE LOCATION AND ELEVATION OF THE EXISTING 4" WATER LINE IS ASSUMED BASED ON THE LOCATION AND ELEVATION OF THE EXISTING 4" WATER LINE IS ASSUMED BASED ON INFORMATION PROVIDED BY NORTH BEND STATE PARK MAINTENANCE PERSONNEL. 15. CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR ADJACENT TO CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR ADJACENT TO MANHOLE STRUCTURES WITH HOT POUR JOINT SEALANT MEETING ASTM SPECIFICATION D3405 OR A LOW MODULUS SILICONE SEALANT AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 16. PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE THE FULL DEPTH PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE THE FULL DEPTH OF PAVEMENT COURSE AND "HEELED-IN" AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 17. CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK UPON WVDOH CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK UPON WVDOH PAVED AREA. CONTACT WHDOH DISTRICT 3 UTILITIES SUPERVISOR. 18. PIPING INSIDE CASING SHALL BE RESTRAINED JOINT.PIPING INSIDE CASING SHALL BE RESTRAINED JOINT.
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING DEVELOPED FROM DATA COLLECTED BY POTESTA & ASSOCIATES, INC. THE WEEK OF MAY 30, 2020 AND SEPT. 27, 2020.
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HORIZONTAL
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VERTICAL
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MATCHLINE DRAWING NO. NB4
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ELECTRICAL MAIN PANEL
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1 1/4" UNDERGROUND ELECTRICAL CONDUIT
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SAND FILTERS (NOT SURVEYED)
AutoCAD SHX Text CONNECT TO EXISTING 4" PVC FORCE MAIN WITH 4" PVC SDR21 PIPE USING MJ FITTING(S) AS NECESSARY.
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CUT AND PLUG EXISTING 4" PVC FORCE MAIN. SEE NOTE NO. 13.
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4" WATER LINE
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3/4" WATER LINE
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VAULT
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4" FORCE MAIN
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PRE-TREATMENT TANK NO. 2
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PRE-TREATMENT TANK NO. 1
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ACCESS POINT (TYP.)
AutoCAD SHX Text ENCASE 4" DIA. PVC SDR21 FORCE MAIN 10 FEET EACH SIDE OF SANITARY SEWER FORCE MAIN CROSSING OF WATER LINE, USING 8" STEEL CASING.
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INSTALL PROPOSED 4" PVC SDR21 FORCE MAIN TO PROPOSED MANHOLE
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PROVIDE TEMPORARY PUMPING TO WWTP FOR CAMP GROUND PUMP STATION FORCE MAIN
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YARD HYDRANT (NOT SURVEYED)
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WWTP
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LIMITS OF DISTURBANCE
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TOP = 697.64'
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2" SS FORCE MAIN
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TOP = 697.70'
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INV. IN = 696.32' 6" DIP (SEE NOTE 5)
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EQ TANK TANK FINISH GRADE 696.50'
AutoCAD SHX Text INSTALL UNDERGROUND ELECTRIC TO EQ TANK IN CONDUIT AS SPECIFIED BY ELECTRICAL PLAN
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DEMOLISH EXISTING FENCE/GATE
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TEMPORARILY RELOCATE ELECTRIC TO WASTEWATER TREATMENT PLANT IN CONDUIT
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ABANDON (DEMOLISH) SANITARY SEWER LINE
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SUPPORT UTILITY POLE DURING EQ TANK INSTALLATION
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FENCE
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GRAVEL ACCESS AREA
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ADJUST FENCE POST SPACING TO AVOID UTILITY LINE CONFLICTS
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4" WATER LINE
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4" PVC SDR21 FORCE MAIN
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E/GRAVEL (TYP.)
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GRAVEL PARKING AREA
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ROAD (ASPHALT)
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WV PARK ROUTE 801
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ABANDON EXISTING FORCE MAIN
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ABANDON (DEMOLISH) EXISTING UNDERGROUND ELECTRIC LINE
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ABANDON EXISTING SANITARY SEWER LINE
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SAW CUT EXISTING PAVEMENT. SEE NOTE 16.
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GATE
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GATE, SEE DRAWING NO. 18A AND TECHNICAL SPECIFICATIONS
AutoCAD SHX Text ENCASE 8" DIA. PVC SDR35 SANITARY LINE 10 FEET EACH SIDE OF CROSSING OF WATER LINE, USING 16"STEEL CASING.
AutoCAD SHX Text RIM = 698.34' INV. IN = 696.89' (4" GRAVITY LINE) INV. IN = N/A (4" FORCE MAIN) INV. OUT = 696.89' (4" GRAVITY LINE)
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INSTALL SANITARY SEWER LINE IN CENTER OF WEST BOUND LANE IN THIS AREA
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8" PVC SDR35 GRAVITY SANITARY SEWER LINE
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ABANDON (DEMOLISH) EXISTING MANHOLE (SEE NOTE 13)
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4" FORCE MAIN
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INSTALL SANITARY SEWER LINE IN ROADWAY IN THIS AREA
AutoCAD SHX Text PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH, WITH FULL WIDTH MILLING AND 2" WVDOH ASPHALT OVERLAY, CONTRACTOR SHALL PROVIDE TRAFFIC MAINTENANCE PLAN FOR RV TRAILER DUMP ACCESS, FOR OWNER REVIEW AND APPROVAL.
AutoCAD SHX Text CONTROL POINT NO. 4 N 267572.5044 E 1512949.4391 ELEV. 698.19' CONTRACTOR SHALL RE-ESTABLISH CONTROL POINT IF DISTURBED DURING CONSTRUCTION
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INV. 691.00'
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REMOVE EXISTING HEADWALL
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STONE HEADWALL
AutoCAD SHX Text REMOVE EXISTING CMP CULVERT, REPLACE WITH 54 LF 18" HDPE CULVERT, TYPE S. PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH.
AutoCAD SHX Text REMOVE EXISTING HEADWALL, INSTALL TYPE G INLET, RE-INSTALL EXISTING HEADWALL CLOSE TO ROAD AND EQUAL TO OR BETTER CONDITIONS, AND REGRADE SLOPE AT ABOVE RE-INSTALLED WALL TO DRAIN AWAY FROM ROAD.
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INV. 694.00'
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18" 40 LF CMP W/STONE HEADWALL
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SUPPORT SLOPE DURING EXCAVATION FOR DROP INLET INSTALLATION
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ABANDON EXISTING SANITARY SEWER LINE
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4" PVC FROM LODGE/RV DUMP STATION
AutoCAD SHX Text ENCASE 8" DIA. PVC SDR35 SANITARY SEWER LINE 3 FEET EACH SIDE OF 18" CMP CULVERT, USING 16" STEEL CASING, SEE TECHNICAL SPECIFICATION.
AutoCAD SHX Text REMOVE EXPOSED SECTION OF 4" SANITARY SEWER LINE AND DISPOSE OF AT APPROVED OFF-SITE FACILITY (SEE NOTE 4)
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VALVE VAULT
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MATCHLINE DRAWING NO. NB4A
AutoCAD SHX Text LOCATE EXISTING SANITARY SEWER LINE AND INSTALL DOGHOUSE MANHOLE. MOVE TO AVOID CONFLICT IF REQUIRED.
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4" PVC C900 DR18 WATER LINE (APPROXIMATE LOCATION)
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4" GATE VALVE
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8" PVC SCH. 80 (TYP.)
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4" PVC C900 DR18 WATER LINE (APPROXIMATE LOCATION)
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MANHOLE RIM TO BE FLUSH TO AVOID GATE CONFLICT
AutoCAD SHX Text 47 LF 4" STEEL CASING, EXTENDING FROM VALVE VAULT TO 10 FEET EAST OF EXISTING WATER LINE (SEE DRAWING NO. NB4A). PAVEMENT REPLACEMENT FOR OPEN CUT ROADWAY CROSSING SHALL BE WVDOH TYPE F TRENCH.
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FOR CONTINUATION SEE DRAWING NO. NB4A
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2" BRANCH CONNECTION OR 2" CONNECTION. SEE DRAWING NO. NB18A.
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TRUST BLOCK (TYP. OF 2)
AutoCAD SHX Text 25 LF 4" STEEL CASING, OPEN CUT ROAD CROSSING. PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH.
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SEE DRAWING NO. NB4A FOR CONTINUATION
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2" THREADED GATE VALVE WITH VALVE BOX
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INSTALL WATER LINE UNDER SANITARY SEWER LINE
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2" PVC SDR17 RESTRAINED JOINT WATER LINE
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SEE DRAWING NO. NB22
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GATE
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LOCATE EXISTING FENCE POST AND CONNECT PROPOSED FENCE TO EXISTING FENCE (TYP.)
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CONTROL SHED
AutoCAD SHX Text ENCASE 8" DIA. PVC SDR35 SANITARY LINE 10 FEET EACH SIDE OF CROSSING OF WATER LINE, USING 16"STEEL CASING.
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MATCHLINE DRAWING NO. NB4
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MATCHLINE DRAWING NO. NB4A
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THIS SECTION OF WATER LINE REPORTEDLY NOT CONSTRUCTED
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RESTORE FENCE AFTER DEMOLITION OF WWTP AND SAND FILTERS
AutoCAD SHX Text CONNECT PROPOSED SANITARY SEWER LINE TO EXISTING SANITARY SEWER LINE, USING FITTING AS NECESSARY. CONFIRM REQUIREMENTS FOR FOR CONNECTION WITH OWNER PRIOR TO CONSTRUCTION. MATCH EXISTING LINE SIZE (6" PRESENTED).
AutoCAD SHX Text REPLACE EXISTING CONCRETE GUTTER, REMOVE DURING DRAIN INLET INSTALLATION AS SPECIFIED BY WVDOH REQUIREMENTS, SEE "RESTORATION TO WVDOH CONCRETE CUTTER" DETAIL DRAWING NO. NB17)
AutoCAD SHX Text ABANDON (DEMOLISH) EXISTING ELECTRIC FOR CAMPGROUND AREA, AFTER SERVICE IS RE-ESTABLISHED.
AutoCAD SHX Text INSTALL ELECTRICAL PULL BOXES AS REQUIRED BY ELECTRICAL PLAN SPECIFICATIONS. TO BE PREPARED BY ELECTRICAL SUB-CONSULTANT.
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2" WATER LINE
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SEE DRAWING NO. NB4A FOR CONTINUATION
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DEMOLISH SAND FILTERS. SEE DRAWING NO. NB10.
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DEMOLISH WWTP. SEE DRAWING NO. NB9
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2" DOSING LINE (TYP.)
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ABANDON EXISTING 2" OUTFALL PIPE. SEE NOTE NO. 13.
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DEMOLISH DISINFECTION/POST AERATION UNIT. SEE DRAWING NO. NB10.
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FOR CONTINUATION SEE DRAWING NO. NB4A
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DISINFECTION/POST AERATION UNIT (NOT SURVEYED)
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LIMITS OF GRAVEL ACCESS AREA. SEE NOTE 7.
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45° ELBOW WITHTRUST BLOCK (TYP.)
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SEE DRAWING NO. NB4A FOR CONTINUATION
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TOPOGRAPHY NOT SURVEYED HERE. TOPOGRAPHY BASED ON GOOGLE EARTH.
AutoCAD SHX Text 20 LF 4" STEEL CASING, ENCASE 2" DIA. FORCE MAIN 10 FEET EACH SIDE OF CROSSING OF WATER LINE.
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REVISED NOTE
G
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A N
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CO
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PARK ROAD (ASPHALT)
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APPROX. 175 LF RIPRAP STABILIZATION, MEETING WVDOH REQUIREMENTS
AutoCAD SHX Text 16" STEEL CASING, OPEN CUT ROADWAY REPLACEMENT SHALL BE WVDOH TYPE F TRENCH WITH 2" ASPHALT OVERLAY
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CONNECT 6" PVC SDR35 GRAVITY SANITARY SEWER LINE FROM RV DUMP STATION
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INSTALL SANITARY SEWER LINE IN ROADSIDE DITCH
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40 LF 8" PVC DR18 RJ SANITARY SEWER LINE
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INSTALL CONCRETE ANCHORS, SEE "PIPE ANCHOR DETAIL" DRAWING NO. NB18 (TYP.)
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6" PVC SDR35 GRAVITY SANITARY SEWER LINE
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RECONNECT EXISTING 4" PVC AT SEPARATED DUMP PORT
AutoCAD SHX Text INSTALL 8" GRAVITY SANITARY SEWER LINE IN ROADWAY, PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH WITH 2" ASPHALT OVERLAY FULL WIDTH OF EXISTING PAVED ROAD.
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WV PARK RTE. 801
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WV PARK RTE. 801
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DI
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INSTALL MANHOLE ON WEST SIDE OF DITCH
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INSTALL MANHOLE ON WEST SIDE OF DITCH
AutoCAD SHX Text LOCATE EXISTING WATER LINE TO RV DUMP STATION. ENCASE 8" DIA. PVC SDR35 10 FEET EACH SIDE OF CROSSING OF WATER LINE USING 16" STEEL CASING.
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WV
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WV
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WATER VALVE
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4" WATER LINE
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SAW CUT EXISTING PAVEMENT (SEE NOTE NO. 11)
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LOCATE AND ABANDON EXISTING 4" LINE FROM RV DUMP STATION (NOT PRESENTED)
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LOCATE EXISTING 4" LINE FROM RV DUMP STATION PRIOR TO ORDERING MANHOLE
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INVERT 4" DRAIN = 699.98'
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RV DUMP STATION AREA
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AutoCAD SHX Text LOCATE EXISTING WATER LINE. ENCASE 6" PVC SDR35 SANITARY SEWER LINE 10 FEET EACH SIDE OF CROSSING OF WATER LINE, USING 12" STEEL CASING.
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8" PVC
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8" PVC
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8" PVC
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6" PVC
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8" PVC
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POTESTA & ASSOCIATES, INC.
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MAPPING REFERENCE:
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GRAPHIC SCALE
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text Eng.
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NB4A
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ISSUE DATE 9/12/2024
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NOTED
AutoCAD SHX Text 19-0293-004
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SEPT. 2024
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TCM
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TCM
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MBS/ARD
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
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ABANDON EXISTING SANITARY SEWER LINE
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FROM POOL
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CLEANOUT OR CURB STOP
AutoCAD SHX Text CUT AND PLUG EXISTING 4" SANITARY SEWER LINE FLOWABLE FILL GROUT ENTIRE WIDTH OF PAVEMENT
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4" GRAVITY SANITARY SEWER
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ARMSTRONG TELEPHONE COMPANY
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8" PVC SDR35 GRAVITY SANITARY SEWER LINE
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FIRE HYDRANT (NOT SURVEYED)
AutoCAD SHX Text CONTROL POINT NO. 4 N 267572.5044 E 1512949.4391 ELEV. 698.19' CONTRACTOR SHALL RE-ESTABLISH CONTROL POINT IF DISTURBED DURING CONSTRUCTION
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18" 40 LF CMP W/STONE HEADWALL
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SUPPORT SLOPE DURING EXCAVATION FOR DROP INLET INSTALLATION
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SAW CUT EXISTING PAVEMENT (SEE NOTE 16)
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INSTALL SANITARY SEWER LINE IN ROADWAY IN THIS AREA
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EXISTING 15" CMP
AutoCAD SHX Text PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH, WITH FULL WIDTH MILLING AND 2" WVDOH ASPHALT OVERLAY, CONTRACTOR SHALL PROVIDE TRAFFIC MAINTENANCE PLAN FOR RV TRAILER DUMP ACCESS, FOR OWNER REVIEW AND APPROVAL.
AutoCAD SHX Text NO FILL OR WORK SHALL BE ALLOWED IN FORMER LAGOON WWTP AREA (POTENTIAL WETLANDS AREA) SEE DRAWING NO. NB4.
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E/PAVEMENT (TYP.)
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18" CMP W/ROCK GUTTER
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GATE
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WV PARK ROUTE 801
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ROAD (ASPHALT)
AutoCAD SHX Text NOTE: 1. ALL UTILITIES NOT PRESENTED. ALL UTILITIES NOT PRESENTED. 2. SEE DRAWING NO.'s NB5 AND NB6 FOR REMAINDER OF CONTROL POINTS. SEE DRAWING NO.'s NB5 AND NB6 FOR REMAINDER OF CONTROL POINTS. 3. EXISTING WATERLINE LOCATION DEVELOPED BASED ON E L ROBINSON FEB. 27, 2020 SHEET EXISTING WATERLINE LOCATION DEVELOPED BASED ON E L ROBINSON FEB. 27, 2020 SHEET NO.3 "NORTH BEND STATE PARK WATER SYSTEM IMPROVEMENTS", INPUT FROM SITE PERSONNEL, AND ENGINEERING JUDGEMENT. 4. EXISTING LOCATION AND INVERT OF EXISTING LINE TO WWTP DEVELOPED BASED ON "NORTH EXISTING LOCATION AND INVERT OF EXISTING LINE TO WWTP DEVELOPED BASED ON "NORTH BEND STATE PARK SEWER TREATMENT PLANT INSTALLATION DRAWINGS" PROVIDED BY WEST VIRGINIA DIVISION OF NATURAL RESOURCES, PARKS AND RECREATION. 5. TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY ARMSTRONG TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY ARMSTRONG TELEPHONE COMPANY. 6. CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND CONFIRM 10' MIN. HORIZONTAL CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND CONFIRM 10' MIN. HORIZONTAL SEPARATION CAN BE MAINTAINED FROM PROPOSED RELOCATED FORCEMAIN. 7. PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND PROPOSED FEATURES GENERALLY BOLD, EXISTING FEATURES GENERALLY SHADED AND SLANTED. 8. PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL GROUT. MINIMUM 5 PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL GROUT. MINIMUM 5 LINEAR FEET OR AS SPECIFIED BY DRAWINGS OR TECHNICAL SPECIFICATIONS. 9. THE LOCATION AND ELEVATION OF THE EXISTING 4" WATER LINE IS ASSUMED BASED ON THE LOCATION AND ELEVATION OF THE EXISTING 4" WATER LINE IS ASSUMED BASED ON INFORMATION PROVIDED BY NORTH BEND STATE PARK MAINTENANCE PERSONNEL. 10. CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR ADJACENT TO CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR ADJACENT TO MANHOLE STRUCTURES WITH HOT POUR JOINT SEALANT MEETING ASTM SPECIFICATION D3405 OR A LOW MODULUS SILICONE SEALANT AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 11. PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE THE FULL DEPTH PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE THE FULL DEPTH OF PAVEMENT COURSE AND "HEELED-IN" AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 12. CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK UPON WVDOH CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK UPON WVDOH PAVED AREA. CONTACT JOSEPH SHEETS, WHDOH DISTRICT 3 UTILITIES SUPERVISOR. 13. PAVEMENT REPLACEMENT FOR ALL OPEN CUT INSTALLATION IN PARKING LOT SHALL BE PAVEMENT REPLACEMENT FOR ALL OPEN CUT INSTALLATION IN PARKING LOT SHALL BE "ASPHALT DRIVEWAY RESTORATION/REPLACEMENT DETAIL". 14. PIPING INSIDE CASING SHALL BE RESTRAINED JOINT. 15. SEE DRAWING NO. NB6 FOR MAPPING REFERENCE FOR EXISTING FLOOD ZONE.
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING DEVELOPED FROM DATA COLLECTED BY POTESTA & ASSOCIATES, INC. THE WEEK OF MAY 30, 2020, SEPT. 27, 2020, AND APRIL 30, 2024.
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CONTROL POINT NO. 6 N 267404.4710 E 1512943.6460 ELEV. 706.61'
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MATCHLINE DRAWING NO. NB5
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MATCHLINE DRAWING NO. NB4A
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MATCHLINE DRAWING NO. NB4
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MATCHLINE DRAWING NO. NB4A
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WWTP
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EXISTING FLOOD ZONE
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EXISTING OUTFALL
AutoCAD SHX Text SITE PLAN - LODGE COLLECTION SYSTEM/UTILITIES TO WWTP WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
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ASPHALT
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2" PVC SDR13.5 WATER LINE
AutoCAD SHX Text PVC CONDUIT. PROVIDE TRAFFIC RATED PRECAST PULL BOXES WITH CAST IRON LIDS MARKED "ELECTRIC", AS REQUIRED.
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2" WATER LINE
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SEE DRAWING NO. NB21 FOR CONTINUATION
AutoCAD SHX Text LOCATE EXISTING 2" WATER LINE. MAINTAIN MINIMUM OF 10 FEET HORIZONTAL DISTANCE BETWEEN PROPOSED FORCE MAIN SANITARY SEWER LINE AND EXISTING 2" WATER LINE/PROPOSED 2" PVC SDR13.5 WATER LINE.
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INVERT 4" DRAIN = 700.81'
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APPROXIMATE BOUNDARY BETWEEN TOPOGRAPHIC MAPPING REFERENCES
AutoCAD SHX Text INSTALL FORCE MAIN UNDER WATER LINE. ENCASE 2" DIA. PVC SDR17 RESTRAINED JOINT FORCE MAIN TO 10 FEET EACH SIDE OF WATER LINE, USING 4" STEEL CASING.
AutoCAD SHX Text LOCATE EXISTING WATER LINE. MAINTAIN MINIMUM 0F 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED FORCE MAIN SANITARY SEWER LINE AND EXISTING 2" WATER LINE AND PROPOSED 2" PVC SDR13.5 WATER LINE.
AutoCAD SHX Text INSTALL FORCE MAIN UNDER WATER LINE. ENCASE 2" PVC SDR17 RESTRAINED JOINT FORCE MAIN SANITARY SEWER LINE TO 10 FEET EACH SIDE OF CROSSING OF WATER LINE USING 4" STEEL CASING
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2" PVC SDR13.5 WATER LINE
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2" PVC SDR21 FORCE MAIN SANITARY SEWER LINE
AutoCAD SHX Text TRANSITION FROM 2" PVC SDR17 RESTRAINED JOINT WATER LINE TO 2" PVC SDR13.5 WATER LINE
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YARD HYDRANT
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YARD HYDRANT
AutoCAD SHX Text CONNECT PROPOSED SANITARY SEWER LINE TO EXISTING SANITARY SEWER LINE, USING FITTING AS NECESSARY. CONFIRM REQUIREMENTS FOR FOR CONNECTION WITH OWNER PRIOR TO CONSTRUCTION. MATCH EXISTING LINE SIZE (6" PRESENTED).
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POOL NOT PRESENTED
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FORCE MAIN CLEAN-OUT VAULT
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USE 45° OR LESS FITTING ON FORCE MAIN (TYP.)
AutoCAD SHX Text LOCATE EXISTING 2" WATER LINE. MAINTAIN MINIMUM OF 10 FEET HORIZONTAL DISTANCE BETWEEN PROPOSED FORCE MAIN SANITARY SEWER LINE AND EXISTING 2" WATER LINE/PROPOSED 2" PVC SDR13.5 WATER LINE.
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SEE DRAWING NO. NB21
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EXISTING FLOOD ZONE
47 LF 4" STEEL CASING, EXTENDING FROM VALVE VAULT TO 10 FEET EAST OF EXISTING WATER LINE. PAVEMENT REPLACEMENT FOR OPEN CUT ROADWAY CROSSING SHALL BE WVDOH TYPE F TRENCH.
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LODGE
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PARK ROAD (ASPHALT)
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4" GRAVITY RESTAURANT LINE
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GREASE INTERCEPTOR
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CONNECT TO EXISTING GRAVITY SANITARY SEWER LINE
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PRE-CAST CONCRETE GREASE INTERCEPTOR
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CONNECT TO 4" PVC RESTAURANT LINE INSTALLED BY OTHERS
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APPROX. 175 LF RIPRAP STABILIZATION, MEETING WVDOH REQUIREMENTS
AutoCAD SHX Text 16" STEEL CASING, OPEN CUT ROADWAY REPLACEMENT SHALL BE WVDOH TYPE F TRENCH WITH 2" ASPHALT OVERLAY
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CONNECT 6" PVC SDR35 GRAVITY SANITARY SEWER LINE FROM RV DUMP STATION
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INSTALL SANITARY SEWER LINE IN ROADSIDE DITCH
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SEE DRAWING NO. NB19 FOR ADDITIONAL INFORMATION ON WORK IN THIS AREA
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TRANSFORMER PAD
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CLEANOUT
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DOWNSPOUTS
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DOWNSPOUT
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COMMUNICATIONS PEDESTAL NOT SURVEYED
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REFRIGERATION UNIT
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LOCATION APPROXIMATE
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40 LF 8" PVC DR18 RJ SANITARY SEWER LINE
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INSTALL CONCRETE ANCHORS, SEE "PIPE ANCHOR DETAIL" DRAWING NO. NB18 (TYP.)
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6" PVC SDR35 GRAVITY SANITARY SEWER LINE
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RECONNECT EXISTING 4" PVC AT SEPARATED DUMP PORT
AutoCAD SHX Text INSTALL 8" GRAVITY SANITARY SEWER LINE IN ROADWAY, PAVEMENT REPLACEMENT SHALL BE WVDOH TYPE F TRENCH WITH 2" ASPHALT OVERLAY FULL WIDTH OF EXISTING PAVED ROAD.
AutoCAD SHX Text REMOVE THE CONTENT OF EXISTING GREASE INTERCEPTOR AND DISPOSE OF AT PERMITTED FACILITY. REMOVE UPPER 16" OF GREASE INTERCEPTOR STRUCTURE AND FILL VOID OF STRUCTURE WITH COMPACTED NO. 57 AGGREGATE. FILL REMAINING VOID WITH MATERIAL EXCAVATED FROM TRENCHES TO THE EXISTING SURFACE SURROUNDING THE ABANDONED STRUCTURE. SEED AND MULCH AREA.
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ABANDON IN PLACE EXISTING 4" PVC RESTAURANT LINE
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ABANDON IN PLACE EXISTING GRAVITY SANITARY SEWER LINE
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WV PARK RTE. 801
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WV PARK RTE. 801
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INSTALL MANHOLE ON WEST SIDE OF DITCH
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INSTALL MANHOLE ON WEST SIDE OF DITCH
AutoCAD SHX Text LOCATE EXISTING WATER LINE TO RV DUMP STATION. ENCASE 8" DIA. PVC SDR35 10 FEET EACH SIDE OF CROSSING OF WATER LINE USING 16" STEEL CASING.
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EXISTING 6" STORM DRAIN
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EXISTING 4" WATER LINE (TO BE ABANDONED BY OTHERS PRIOR TO CONSTRUCTION)
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WV
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WV
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WATER VALVE
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4" WATER LINE
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SAW CUT EXISTING PAVEMENT (SEE NOTE NO. 11)
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LOCATE AND ABANDON EXISTING 4" LINE FROM RV DUMP STATION (NOT PRESENTED)
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LOCATE EXISTING 4" LINE FROM RV DUMP STATION PRIOR TO ORDERING MANHOLE
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INVERT 4" DRAIN = 699.98'
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RV DUMP STATION AREA
AutoCAD SHX Text LOCATE EXISTING WATER LINE. ENCASE 6" PVC SDR35 SANITARY SEWER LINE 10 FEET EACH SIDE OF CROSSING OF WATER LINE, USING 12" STEEL CASING.
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INSTALL CONCRETE ANCHORS, SEE "PIPE ANCHOR DETAIL" DRAWING NO. NB18 (TYP.)
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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6" PVC
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8" PVC
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POTESTA & ASSOCIATES, INC.
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MAPPING REFERENCE:
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GRAPHIC SCALE
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text Eng.
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NB5
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ISSUE DATE 9/12/2024
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AS NOTED
AutoCAD SHX Text 19-0293-004
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SEPT. 2024
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TCM
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TCM
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MBS/ARD
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AutoCAD SHX Text 09/12/24
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EXTENDED LEADER
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TCM
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AutoCAD SHX Text SITE PLAN LODGE COLLECTION SYSTEM WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
AutoCAD SHX Text NOTE: 1. ALL UTILITIES NOT PRESENTED ALL UTILITIES NOT PRESENTED 2. PROPOSED RELOCATION OF UNDERGROUND ELECTRIC NOT PRESENTED. PROPOSED RELOCATION OF UNDERGROUND ELECTRIC NOT PRESENTED. 3. SEE DRAWING NO.'s NB4 AND NB6 FOR REMAINDER OF CONTROL POINTS. SEE DRAWING NO.'s NB4 AND NB6 FOR REMAINDER OF CONTROL POINTS. 4. SEE PROFILE AND MISCELLANEOUS DRAWINGS FOR LOCATION OF PROPOSED SEE PROFILE AND MISCELLANEOUS DRAWINGS FOR LOCATION OF PROPOSED ANCHORS. 5. TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY TELECOMMUNICATION UTILITY LOCATION BASED ON MAPPING PROVIDED BY ARMSTRONG TELEPHONE COMPANY. 6. ALL 8" PVC SANITARY SEWER GRAVITY LINE IS SDR 35, EXCEPT PIPE ALL 8" PVC SANITARY SEWER GRAVITY LINE IS SDR 35, EXCEPT PIPE BETWEEN MANHOLE NOS. MH-5 AND MH-6 WHICH SHALL BE DR 18 PVC RESTRAINED JOINT PIPE. 7. PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL PLUG ENDS OF ABANDONED SANITARY SEWER LINES WITH FLOWABLE FILL GROUT. MINIMUM 5 LINEAR FEET OR AS SPECIFIED BY DRAWINGS OR TECHNICAL SPECIFICATIONS. 8. CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR CONTRACTOR SHALL SEAL ALL PAVEMENT JOINTS ADJOINING PAVEMENT OR ADJACENT TO MANHOLE STRUCTURES WITH HOT POUR JOINT SEALANT MEETING ASTM SPECIFICATION D3405 OR A LOW MODULUS SILICONE SEALANT AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 9. PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE PAVEMENT TRAVERSE JOINTS SHALL BE SAW CUT TO A NEAT STRAIGHT LINE THE FULL DEPTH OF PAVEMENT COURSE AND "HEELED-IN" AS SPECIFIED BY WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS. 10. CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK CONTACT WEST VIRGINIA DIVISION OF HIGHWAYS 48 HOURS PRIOR TO WORK UPON WVDOH PAVED AREA. CONTACT WHDOH DISTRICT 3 UTILITIES SUPERVISOR 304-588-8077.
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1. BASE TOPOGRAPHIC MAPPING ON EAST SIDE DEVELOPED FROM DATA COLLECTED BY BASE TOPOGRAPHIC MAPPING ON EAST SIDE DEVELOPED FROM DATA COLLECTED BY POTESTA & ASSOCIATES, INC. THE WEEKS OF MAY 30, 2020 AND SEPT. 27, 2020. 2. TOPOGRAPHIC INFORMATION ON THE WEST SIDE WAS BASED ON GOOGLE EARTH DATA. TOPOGRAPHIC INFORMATION ON THE WEST SIDE WAS BASED ON GOOGLE EARTH DATA. A TOPOGRAPHIC SURVEY WAS NOT PERFORMED.
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MATCHLINE DRAWING NO. NB5
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MATCHLINE DRAWING NO. NB4A
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WV
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WV
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PP
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PP
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PP
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WET WELL
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VALVE VAULT
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PLATFORM
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STEPS
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E/PAVEMENT (TYP.)
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E/GRAVEL (TYP.)
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EDGE OF WATER
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EXISTING MH-15 RIM 704.98' INV. IN 698.58' INV. OUT 698.48'
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CONNECT TO EXISTING MANHOLE, REMOVE EXISTING INVERT AND RESHAPE FLOWLINE
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8" PVC SDR35 GRAVITY SANITARY SEWER LINE
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MH-1 INV. IN 674.0' INV. OUT 665.23'
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70 LF 8" PVC DR18 RJP STREAM CROSSING
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MH-2 INV. IN 664.74' INV. OUT 664.64'
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8" PVC DR18 RJP GRAVITY SANITARY SEWER LINE
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MH-3 INV. IN 664.35' INV. OUT 664.25'
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PARK ROAD (ASPHALT)
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GRAVEL AREA
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ASPHALT
AutoCAD SHX Text ELEVATED WOODEN PLATFORM w/PUMP PANEL BOX
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EXISTING 6" SANITARY SEWER LINE (TO BE ABANDONED)
AutoCAD SHX Text EXISTING JB-16 INV. IN 670.8' INV. OUT 666.0' (NOT LOCATED) SEE MAPPING REFERENCE 3.
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16" STEEL CASING WITH SPACERS AND END SEALS WITH STAINLESS STEEL BANDS
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ABANDON IN PLACE FILL EXISTING SANITARY SEWER LINE WITH FLOWABLE FILL GROUT
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CONNECT TO EXISTING LIFT STATION INFLUENT LINE.
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INV. IN 664.70'
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ABANDON IN PLACE FILL EXISTING SANITARY SEWERLINE WITH FLOWABLE FILL GROUT
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STREAM BANK RIPRAP STABILIZATION
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STREAM BANK RIPRAP STABILIZATION
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8" PVC DR18 RJP GRAVITY SANITARY SEWER LINE
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E/PAVEMENT (TYP.)
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8" PVC DR18 RJP GRAVITY SANITARY SEWER LINE
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SEE NOTE 4.
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10" SYCAMORE
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32" SYCAMORE
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18" SYCAMORE
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32" SYCAMORE
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34" SYCAMORE
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18" SYCAMORE
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18" ELDER
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18" BEECH
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21" TREE
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17" ELDER
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36" POPLAR
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18" WALNUT
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14" WALNUT
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48" POPLAR
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12" WALNUT
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18" WALNUT
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32" POPLAR
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30" POPLAR
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10" WALNUT
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EDGE OF WATER
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EDGE OF WATER
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EDGE OF WATER
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EXISTING FLOOD ZONE
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POTESTA & ASSOCIATES, INC.
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MAPPING REFERENCE:
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GRAPHIC SCALE
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TEL: (304) 342-1400 FAX: (304) 343-9031
AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text Eng.
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NB6
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ISSUE DATE 9/12/2024
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AS NOTED
AutoCAD SHX Text 19-0293-004
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SEPT. 2024
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TCM
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TCM
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MBS/ARD
AutoCAD SHX Text -01
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text SITE PLAN- RIVER CROSSING WASTE WATER SYSTEM IMPROVEMENTS PROJECT RITCHIE COUNTY, WEST VIRGINIA
AutoCAD SHX Text STATE OF WEST VIRGINIA DIVISION OF NATURAL RESOURCES 318 4TH AVE. #24 SOUTH CHARLESTON, WEST VIRGINIA
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NORTH FORK HUGHES RIVER
AutoCAD SHX Text NOTE: 1. SEE DRAWING NO. NB11 FOR PROFILE. SEE DRAWING NO. NB11 FOR PROFILE. 2. SEE DRAWING NO.'s NB4 AND NB4A FOR REMAINDER OF CONTROL POINTS. SEE DRAWING NO.'s NB4 AND NB4A FOR REMAINDER OF CONTROL POINTS. 3. CONTRACTOR SHALL UNCOVER EXISTING SANITARY SEWER LINE AT PROPOSED MANHOLE MH-3 AND CONFIRM CONTRACTOR SHALL UNCOVER EXISTING SANITARY SEWER LINE AT PROPOSED MANHOLE MH-3 AND CONFIRM THAT EXISTING INVERT MATCHES PROPOSED INVERT ON DWG. NO. NB10, CONTRACTOR SHALL ALSO CONFIRM ELEVATIONS AT INVERTS IN WET WELL, AND GROUND ELEVATION OF RIVER BOTTOM AT PROPOSED CROSSING.
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