Addendum #2 10-10-2024.pdf

Date Printed: Oct 10, 2024 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 1508233 Reason for Modification:

Doc Description: North Bend State Park WWTP Construction Addendum #2 is issued to publish pre-bid sign in sheet, revised specs and drawing, and to extend Q&A..... See Page 2 for complete infoProc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2024-10-10 2024-10-29 13:30 CRFQ 0310 DNR2500000004 3

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

Joseph E Hager III

(304) 558-2306 joseph.e.hageriii@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Oct 10, 2024 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

Reason for Modification:

Addendum #2 is issued to publish pre-bid sign in sheet, revised specs and drawing, and to extend Q&A Deadline until 10/16/2024

@ 4:00 PM ET.

ADDITIONAL INFORMATION

The West Virginia Purchasing Division is soliciting bids on behalf of West Virginia Division of Natural Resources Parks and Recreation Section to establish a contract for Improvements to the wastewater treatment system and construction of a new wastewater treatment plant at North bend State Park, Cairo, WV per the attached specifications and terms and conditions.

INVOICE TO SHIP TO

DIVISION OF NATURAL

RESOURCES

DIVISION OF NATURAL

RESOURCES

PARKS & RECREATION-PEM

SECTION

NORTH BEND STATE PARK

324 4TH AVE 202 NORTH BEND PARK RD

SOUTH CHARLESTON WV CAIRO WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Building and Facility Construction and

Maintenance Services

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

Includes construction of a new wastewater treatment plant.

SCHEDULE OF EVENTS

Line Event Event Date

Revised 6/8/2012

SOLICITATION NUMBER: [Insert RFQ, RFP No.] Addendum Number: [Insert Number]

The purpose of this addendum is to modify the solicitation identified as [insert RFQ, RFP No.] (“Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[ ] Modify bid opening date and time

[ ] Modify specifications of product or service being sought

[ ] Attachment of vendor questions and responses

[ ] Attachment of pre-bid sign-in sheet

[ ] Correction of error

[ ] Other

Description of Modification to Solicitation:

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith.

Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Revised 6/8/2012

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Project No. 0101-19-0293-009 October 8, 2024

Page 2 of 3, Plus Attachments

8. The proposed relocation of underground electric line for campground area as presented on Drawing No. NB4 remains in the project. Do not rely upon electrical drawings for relocation location.

9. It is acceptable to install some or all of the the 1¼-inch diameter HDPE force main on Drawing No. NB7 via horizontal directional drilling (HDD).

10. Contractor shall provide the telemetry remote monitoring units at:

a. The control shed as presented on Drawing No. NB4.

b. The tertiary treatment building as presented on Drawing No. NB29.

Each telemetry unit shall include, at a minimum:

i. 1 – 2 Digital Input Expansion Module

ii. 1 – 2 Analog Input Expansion Module

iii. 1 – External Antenna with 50’ Coax

iv. 1 – Antenna Surge Arrestor

v. 1 – Power Supply: 120v Single Phase

vi. 1 – AC Surge Arrestor

vii. 4 – DC Surge Arrestors for Analogs

viii. 24 – Digital Inputs

ix. 12 – Analog Inputs

x. 4 – Digital Outputs

Inputs received shall be as provided by the WWTP vendor. Each unit shall be High Tide Technologies, Gen 2, or Engineer approved equal.

11. Part 2.03A.1.e of Technical Specification Section 15211 “Sanitary Sewage Pumps for Packaged Equalization Tank/Pump Station and Valve Vault” shall be revised to change motor RPMs from “3440” to “3445.”

12. Part 2.03A.1.g of Technical Specification Section 15211 “Sanitary Sewage Pumps for Packaged Equalization Tank/Pump Station and Valve Vault” shall be revised to change motor insulation to “Class H.”

13. Part 2.02 of Technical Specification Section 13315 “Packaged Rotating Biological Contractor Treatment System” to add Part 3.a to read “Peak Hour Flow 0.08 MGD.”

14. Part 2.05.C.1 of Technical Specification Section 13315 “Packaged Rotating Biological Contractor Treatment System” shall be revised to change the “System Flow Rate” from “15 GPM” to “55 GPM.”

Project No. 0101-19-0293-009 October 8, 2024

Page 3 of 3, Plus Attachments

15. Part 2.05.C.2 of Technical Specification Section 13315 “Packaged Rotating Biological Contractor Treatment System” shall be revised to:

a. Revise the filter model from “HMF3-18-SS” to “HMF3-24-SS.”

b. Change “Filtration flow rate” from “15 gpm” to “55 gpm (max.).”

c. Change the diameter of the two vessels from “18”” to “24”.”

d. Remove the backwash pump from the specification.

e. Replace the bullet that starts “1 hp 230/3/60…” with a bullet that says “1 or 2 hp

230/3/60 TEFC filter pump standard fitted end suction cast iron centrifugal pump with TEFC close-coupled motor (55 gpm at system TDH computed by WWTP vendor).”

16. Part 2.05.A.1 of Technical Specification Section 13315 “Packaged Rotating Biological

Contractor Treatment System” shall be revised to add item “b” to read “All equipment, including pumps, gear drive, heater, valve actuator, tertiary treatment equipment, etc. shall be rated for 3-phase power.”

17. The third paragraph of Part 1.01 Scope of Work of Technical Specification Section 02230 “Stream Crossing” shall be revised and replaced with:

Note: Contractor is forewarned that open-cut stream crossing cannot be completed until mussel salvage is completed and approved by regulatory agencies. Regulatory approval is not anticipated until December 31, 2024. Open-cut steam crossing must be completed prior to July 15, 2025. All other work associated with the stream crossing (i.e., connected pipelines, manholes) shall be completed prior to July 15, 2025. The progress schedule required by Technical Specification Section 01300 “Submittals” shall reflect these dates.

18. Appendix A has been added to the Technical Specifications to provide electrical specifications.

19. The paragraph “Deductive Alternates” in Part 1.03.C in Technical Specification Section 01230 “Alternates” shall be revised to replace “MHTP-4 and MHTP-6” with “MHTP-6 and MHTP-7.”

20. Items 11 to 19 of this addendum are now incorporated in a revised Technical Specifications dated October 8, 2024.

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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

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING EXPOSED 1 1/4" FORCE MAIN AT AN APPROVED WASTE DISPOSAL SITE (COST TO BE INCLUDED IN LUMP SUM BID)

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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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STONE CONSTRUCTION ENTRANCE

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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 %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

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RBES3

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REGULATORY REVIEW ONLY

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ISSUE DATE 9/26/2024

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AS NOTED

AutoCAD SHX Text 19-0293-006

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SEPT. 2024

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TCM

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TCM

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BEL/JM/ARD

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AutoCAD SHX Text SITE PLAN-OVERVIEW 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 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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PROPOSED SANITARY SEWER PIPELINE

POTESTA & ASSOCIATES, INC. DRAWING NO. NB3, ISSUE DATE SEPTEMBER 12, 2024.

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CO

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WV PARK RTE. 801

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DI

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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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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 %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

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RBES4

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REGULATORY REVIEW ONLY

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ISSUE DATE 9/26/2024

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AS NOTED

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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 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.

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POTESTA & ASSOCIATES, INC. DRAWING NO. NB4, ISSUE DATE SEPTEMBER 12, 2024.

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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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LIMIT OF DISTURBANCE (TYP.)

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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

AutoCAD SHX Text RELOCATE EXISTING ELECTRICAL FOR CAMPGROUND AREA IN CONDUIT AS SPECIFIED BY ELECTRICAL PLAN TO BE PREPARED BY ELECTRICAL SUB-CONSULTANT

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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.

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF ALL DISTURBED AND DOWNSTREAM AREAS AS PER WEST VIRGINIA ENVIRONMENTAL PROTECTION AGENCY MANUAL, TITLED "WEST VIRGINIA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL". 2. THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL WASTE OR CONSTRUCTION LAY-DOWN AREAS. EROSION AND SEDIMENT CONTROL SUCH AS SILT FENCE, SUPER SILT FENCE, FILTER SOCK OR ROCK CHECK DAMS SHALL BE UTILIZED PLACED DOWN GRADIENT OF THE SITES UNTIL STABILIZED. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR. ALL VEHICLES ENTERING THE SITE SHALL DO SO VIA THE STABILIZED CONSTRUCTION ENTRANCE.

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SILT FENCE (TYP.)

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SUPER SILT FENCE OR SILT FENCE BELTED RETENTION PRIORITY 1- GREEN BAND

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SILT FENCE (TYP.)

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LIMIT OF DISTURBANCE (TYP.)

12" COMPOSITE FILTER SOCK (TYP.)

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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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LIMIT OF DISTURBANCE (TYP.)

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SSF

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SSF

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SSF

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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GRAPHIC SCALE

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date:

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AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

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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 %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

AutoCAD SHX Text Eng.

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RBES4A

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REGULATORY REVIEW ONLY

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ISSUE DATE 9/26/2024

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NOTED

AutoCAD SHX Text 19-0293-006

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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 Drawing No.

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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.

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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

AutoCAD SHX Text 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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POTESTA & ASSOCIATES, INC. DRAWING NO. NB4A, ISSUE DATE SEPTEMBER 12, 2024.

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF ALL DISTURBED AND DOWNSTREAM AREAS AS PER WEST VIRGINIA ENVIRONMENTAL PROTECTION AGENCY MANUAL, TITLED "WEST VIRGINIA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL". 2. THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL WASTE OR CONSTRUCTION LAY-DOWN AREAS. EROSION AND SEDIMENT CONTROL SUCH AS SILT FENCE, SUPER SILT FENCE, FILTER SOCK OR ROCK CHECK DAMS SHALL BE UTILIZED PLACED DOWN GRADIENT OF THE SITES UNTIL STABILIZED. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR. ALL VEHICLES ENTERING THE SITE SHALL DO SO VIA THE STABILIZED CONSTRUCTION ENTRANCE.

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LIMIT OF DISTURBANCE (TYP.)

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SUPER SILT FENCE OR SILT FENCE BELTED RETENTION PRIORITY 1- GREEN BAND

12" COMPOSITE FILTER SOCK

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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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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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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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SUPER SILT FENCE OR SILT FENCE BELTED RETENTION PRIORITY 1- GREEN BAND (TYP.)

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LIMIT OF DISTURBANCE (TYP.)

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SSF

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SSF

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SSF

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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 %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

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RBES5

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REGULATORY REVIEW ONLY

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ISSUE DATE 9/26//2024

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AS NOTED

AutoCAD SHX Text 19-0293-006

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SEPT. 2024

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TCM

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MBS/ARD

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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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MATCHLINE DRAWING NO. NB5

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MATCHLINE DRAWING NO. NB4A

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POTESTA & ASSOCIATES, INC. DRAWING NO. NB5, ISSUE DATE SEPTEMBER 12, 2024.

EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL OF ALL DISTURBED AND DOWNSTREAM AREAS AS PER WEST VIRGINIA ENVIRONMENTAL PROTECTION AGENCY MANUAL, TITLED "WEST VIRGINIA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL". 2. THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL THE CONTRACTOR SHALL BE REQUIRED TO DIVERT STORM WATER AROUND MATERIAL WASTE OR CONSTRUCTION LAY-DOWN AREAS. EROSION AND SEDIMENT CONTROL SUCH AS SILT FENCE, SUPER SILT FENCE, FILTER SOCK OR ROCK CHECK DAMS SHALL BE UTILIZED PLACED DOWN GRADIENT OF THE SITES UNTIL STABILIZED. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR. ALL VEHICLES ENTERING THE SITE SHALL DO SO VIA THE STABILIZED CONSTRUCTION ENTRANCE.

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WV

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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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SUPER SILT FENCE OR SILT FENCE BELTED RETENTION PRIORITY 1- GREEN BAND (TYP.)

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LIMIT OF DISTURBANCE (TYP.)

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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 %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

AutoCAD SHX Text Eng.

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RBES6

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REGULATORY REVIEW ONLY

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ISSUE DATE 9/26/2024

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AS NOTED

AutoCAD SHX Text 19-0293-006

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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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