1240LU24R0004 Attachment 3 Drawings CCC CG Updates DPG.pdf

PDF 30 MB Posted

Attached to
Civilian Conservation Corps Campground Updates Dakota Prairie Grasslands
Solicitation number
1240LU24R0004
Issued by

About this file

Written by GovTribe AI ·

This file is an attachment to a solicitation for updating campgrounds at Civilian Conservation Corps sites within the Dakota Prairie Grasslands. The solicitation was issued by the U.S. Department of Agriculture Forest Service seeking proposals to update campgrounds at multiple locations according to drawings and specifications in the attached file. Offerors are invited to submit proposals by 1240LU24R0004 by the closing date of [DATE REDACTED] for consideration of an award to be made by [DATE REDACTED]. The work includes repairs, replacements and upgrades to campground infrastructure such as roads, utilities, signage and amenities.

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Other files

File Type Posted
1240LU24R0004-0002 Amendment Attachment Control Point Data.pdf PDF
1240LU24R0004-0002 SF30 GAOA CCC Campground Updates DPG.pdf PDF
1240LU24R0004-0001 SF30 Amendment CCC Camground Updates DPG.pdf PDF
1240LU24R0004-0001 Amendment Attachment 1 Plan Changes CCC Campground Updates DPG.docx DOCX document
1240LU24R0004-0001 Questions and Answers 01.16.2024 CCC Campground Updates DPG.docx DOCX document
1240LU24R0004 Attachment 1 Schedule of Items CCC CG Updates DPG.docx DOCX document
1240LU24R0004 Attachment 2 FS Supplementary Specification CCC CG Updates DPG.docx DOCX document
1240LU24R0004 Attachment 4 ND20220048 Heavy.pdf PDF
1240LU24R0004 SF1442 CCC Campground Updates DPG Final.pdf PDF
1240LU24R0004 Attachment 5 ND20230006 Highway.pdf PDF
1240LU24R0004 Construction_RFP_CCC Campground Updates DPG.docx DOCX document
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SHEET

DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

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EQUESTRIAN

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MATTHEW BEARD

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DATE 3/11/22

AutoCAD SHX Text NOTES: 1. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. 2. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. 3. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. 4. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. 5. LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL RESTORE ALL LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OF SITE. SEED ALL DISTURBED AREAS PER SPECIFICATIONS 625. 6. SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT AVAILABLE SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT AVAILABLE AT THE TIME OF SITE CIVIL DESIGN. HORIZONTAL COORDINATES ARE THEREFORE ASSUMED TO BE GROUND AND IN SURVEY FEET. 7. VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND APPROXIMATELY DOUBLED FROM ACTUAL SITE ELEVATIONS.

AutoCAD SHX Text NUMBER CAMP SITES PER THIS SHEET, SEE SIGN SHEET C10.0 FOR ADDITIONAL INFORMATION

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DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

W21002-C4.X-SITE

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MATTHEW BEARD

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PE-6383

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DATE 3/11/22

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RV & PRIMITIVE TENT CAMPSITE, SEE DETAIL

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AutoCAD SHX Text C8.0

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RV ELECTRICAL PEDESTAL, TYP. PER E3.0

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PARKING BLOCK, SEE DETAIL

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BIKE WASH STATION, SEE DETAIL

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BIKE RACKS, SEE DETAIL

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EXISTING INFORMATION BOARD, PRESERVE AND PROTECT, AND RELOCATE AS NECESSARY

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EXISTING VAULT TOILET, PROTECT

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LIGHT, PER ELECTRICAL

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ELECTRICAL PEDESTAL, PER ELECTRICAL PLANS

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YARD HYDRANT, SEE DETAIL

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AutoCAD SHX Text C7.1

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PARKING AREA

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EXISTING VAULT TOILET, PROTECT

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EXISTING PAVILION, PROTECT

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LIGHT, PER ELECTRICAL

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SIGN, TYP, PER SIGN PLANS

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LARGE GROUP CAMPSITE, SEE DETAIL

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GRAVEL TRAIL, SEE DETAIL

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ADA SIGN, SEE DETAIL

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AutoCAD SHX Text C10.1

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CAMP UNIT MARKER, TYP, SEE DETAIL

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GRADING PER C6.0-C6.4

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CULVERT, SEE DETAIL

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PARKING BLOCKS, SEE DETAIL

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CONNECT TO EXISTING MAAH DAAH HEY TRAIL

AutoCAD SHX Text NOTES: 1. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. 2. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. 3. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. 4. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. 5. LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OF SITE. SEED ALL DISTURBED AREAS PER SPECIFICATIONS 625. 6. SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT AVAILABLE AT THE TIME OF SITE CIVIL DESIGN. HORIZONTAL COORDINATES ARE THEREFORE ASSUMED TO BE GROUND AND IN SURVEY FEET. 7. VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND APPROXIMATELY DOUBLED FROM ACTUAL SITE ELEVATIONS.

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TRAILHEAD SIGN, SEE DETAIL

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AutoCAD SHX Text C10.1

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EXISTING AREA DO NOT DISTURBE

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EXISTING SWING GATE, PRESERVE AND PROTECT

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EXISTING FENCE PRESERVE AND PROTECT

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LIMITS OF DISTURBANCE, TYP., SEE NOTE 5 THIS SHEET

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EXISTING SIGN, PRESERVE AND PROTECT

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GRAVEL TRAIL, SEE DETAIL

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PARKING BLOCKS, SEE DETAIL

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EXISTING VEGETATION, PROTECT

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TRAILHEAD ENLARGEMENT SEE DETAIL

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AutoCAD SHX Text C8.6

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ROADWAY, PER C6.1-C6.4 AND DETAIL 1/C7.0

NEW DOUBLE VAULT TOILET, SEE DETAIL, SHEETS C9.3-9.5

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SHEET

DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

W21002-C4.X-SITE

SI

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P

LA

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ATC

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DEFLECTOR DITCH

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DEFLECTOR DITCH

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MATTHEW BEARD

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PE-6383

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DATE 3/11/22

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RV & PRIMITIVE TENT CAMPSITE, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.0

AutoCAD SHX Text

PARKING BLOCK, SEE DETAIL

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AutoCAD SHX Text C7.0

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PARKING AREA

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NEW DOUBLE VAULT TOILET, SEE DETAIL, SHEETS C9.3-9.5

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LARGE GROUP CAMPSITE, SEE DETAIL

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PARKING BLOCK, SEE DETAIL

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AutoCAD SHX Text C7.0

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CAMP UNIT MARKER, SEE DETAIL

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AutoCAD SHX Text C10.1

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GRADING PER C6.0-C6.4

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GRAVEL TRAIL, SEE DETAIL

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AutoCAD SHX Text C7.0

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CAMP UNIT MARKER, SEE DETAIL

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AutoCAD SHX Text C10.1

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CULVERT, SEE DETAIL

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AutoCAD SHX Text C7.0

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TENT ELECTRICAL PEDESTAL, SEE ELECTRICAL PLANS

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AutoCAD SHX Text C8.0

AutoCAD SHX Text

LIMITS OF DISTURBANCE, TYP., SEE NOTE 5 THIS SHEET

AutoCAD SHX Text NOTES: 1. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. 2. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. 3. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. 4. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. 5. LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OF SITE. SEED ALL DISTURBED AREAS PER SPECIFICATIONS 625. 6. SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT AVAILABLE AT THE TIME OF SITE CIVIL DESIGN. HORIZONTAL COORDINATES ARE THEREFORE ASSUMED TO BE GROUND AND IN SURVEY FEET. 7. VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND APPROXIMATELY DOUBLED FROM ACTUAL SITE ELEVATIONS.

AutoCAD SHX Text

PARKING BLOCK, SEE DETAIL

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AutoCAD SHX Text C7.0

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LIGHT, PER ELECTRICAL

ROADWAY, PER C6.1-C6.4 AND DETAIL 1/C7.0

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DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

W21002-C4.X-SITE

SI

TE

P

LA

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MATTHEW BEARD

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DATE 3/11/22

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EXISTING WELL, REFER TO CCC CAMPGROUND WATER DESIGN MEMO

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ENTRY KIOSK/PAY STATION, SEE DETAIL

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CAMPGROUND SIGN (NOT SHOWN) SEE DETAIL

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EXISTING CATTLE GUARD, ADJUST AS NECESSARY TO MEET GRADE

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CORRAL, SEE DETAIL

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AutoCAD SHX Text C8.3

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PULL-THROUGH EQUESTRIAN CAMPSITE, SEE DETAIL

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AutoCAD SHX Text C8.0

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LARGE EQUESTRIAN GROUP CAMPSITE, SEE DETAIL

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AutoCAD SHX Text C8.1

AutoCAD SHX Text

CORRAL, SEE DETAIL

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AutoCAD SHX Text C8.3

AutoCAD SHX Text

CONCRETE PAD FOR FUTURE SHED, SEE DETAIL

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AutoCAD SHX Text C7.0

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YARD HYDRANT, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

YARD HYDRANT, SEE DETAIL

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AutoCAD SHX Text C7.1

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EXISTING VAULT TOILET, PROTECT

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MANURE STATION, SEE DETAIL

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AutoCAD SHX Text C8.4

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MANURE STATION, SEE DETAIL

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AutoCAD SHX Text C8.4

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HITCHING POST, SEE DETAIL

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AutoCAD SHX Text C8.3

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HITCHING POST, SEE DETAIL

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AutoCAD SHX Text C8.3

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HITCHING POST, SEE DETAIL

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AutoCAD SHX Text C7.1

AutoCAD SHX Text

YARD HYDRANT, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

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EXISTING GATE, DO NOT DISTURB

AutoCAD SHX Text

PULL-THROUGH EQUESTRIAN CAMPSITE, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.0

AutoCAD SHX Text

CORRAL, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.3

AutoCAD SHX Text

CORRAL, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.3

AutoCAD SHX Text

PARKING BLOCK, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

CAMP UNIT MARKER, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C10.1

AutoCAD SHX Text

LIGHT, PER ELECTRICAL

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RV & PRIMITIVE TENT CAMPSITE, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.0

AutoCAD SHX Text

GRADING PER C6.0-C6.4

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GRAVEL ROAD AREA, SEE DETAIL

AutoCAD SHX Text

PULL-THROUGH EQUESTRIAN CAMPSITE, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.0

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CONNECT TO EXISTING ROAD PER C6.0

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CORRAL, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.3

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PARKING BLOCK, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

PARKING BLOCK, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

HOST CAMPSITE, FOR "LIVING AREA" LAYOUT SEE RV & PRIMITIVE TENT CAMPSITE

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YARD HYDRANT, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C8.0

AutoCAD SHX Text

PULL-THROUGH EQUESTRIAN CAMPSITE, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.0

AutoCAD SHX Text

LIMITS OF DISTURBANCE, TYP, SEE NOTE 5 THIS SHEET

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LIMITS OF DISTURBANCE, TYP, SEE NOTE 5 THIS SHEET

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EXISTING INFORMATION BOARD, PRESERVE AND PROTECT, AND RELOCATE AS NECESSARY

AutoCAD SHX Text EXISTING SEWAGE HOLDING TANK, VERIFY LOCATION IN FIELD AND ADJUST FINAL LOCATION OF YARD HYDRANT, ELECTRICAL POST AND SERVICES AS NECESSARY TO AVOID CONFLICTS

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SIGN, PER SIGN PLAN, TYP.

AutoCAD SHX Text

PULL OUT PARKING AREA

AutoCAD SHX Text NOTES: 1. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. SEE SHEETS C5.0-C5.2 FOR WATER INFORMATION. 2. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. SEE SHEETS C6.0-C6.4 FOR GRADING INFORMATION. 3. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. SEE SHEETS C10.0-C10.1 FOR SIGN INFORMATION. 4. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. SEE SHEETS E1.0-E4.0 FOR ELECTRICAL INFORMATION. 5. LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL LIMITS OF DISTURBANCE ARE GENERAL IN NATURE. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OF SITE. SEED ALL DISTURBED AREAS PER SPECIFICATIONS 625. 6. SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT AVAILABLE AT THE TIME OF SITE CIVIL DESIGN. HORIZONTAL COORDINATES ARE THEREFORE ASSUMED TO BE GROUND AND IN SURVEY FEET. 7. VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND APPROXIMATELY DOUBLED FROM ACTUAL SITE ELEVATIONS.

AutoCAD SHX Text

RV ELECTRICAL PEDESTAL, TYP., PER ELECTRICAL DRAWINGS

AutoCAD SHX Text

RV ELECTRICAL PEDESTAL, TYP., PER ELECTRICAL DRAWINGS

AutoCAD SHX Text

TRANSFORMER, PER ELECTRICAL

AutoCAD SHX Text

ELECTRICAL SERVICE, PER ELECTRICAL

AutoCAD SHX Text

LIGHT, PER ELECTRICAL

AutoCAD SHX Text

GRAVEL AREA, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

GRAVEL AREA, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

TRAILHEAD ENLARGEMENT, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.7

AutoCAD SHX Text

GRAVEL AREA, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

HIGH LINE SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C8.4

AutoCAD SHX Text

TRAILHEAD SIGN, SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C10.1

NEW VAULT TOILET, SEE DETAIL, SHEETS C9.0-9.2

1+

2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

10+55

1+

2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

EXPANDED PLAN 1 EXPANDED PLAN 1A

EXPANDED PLAN 2

W21002-C5.X-WATER-1

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

AutoCAD SHX Text

STA. 1+00, CONNECT TO EXISTING WELL

AutoCAD SHX Text

STA. 1+79, TEE

AutoCAD SHX Text

STA. 8+55, BEGIN PIPE DEFLECTION

AutoCAD SHX Text

STA. 10+35.5, END PIPE DEFLECTION, BEND

AutoCAD SHX Text

STA. 10+55, BEND, WATER HYDRANT

AutoCAD SHX Text

STA. 1+00 TO STA. 10+55 INSTALL 955 L.F. 1" SIDR 7 HDPE 250-PSI PIPE

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

STA. 6+45, TEE

AutoCAD SHX Text 50'

AutoCAD SHX Text 5'

AutoCAD SHX Text

STA. 1+23, TEE

AutoCAD SHX Text

STA. 1+03, TEE

AutoCAD SHX Text

STA. 6+50, VALVE BOX

AutoCAD SHX Text

STA. 1+84, VALVE BOX

AutoCAD SHX Text

STA. 1+05 TO STA. 1+20 TRANSITION FROM 7.5' MIN. COVER TO 2' MIN. COVER

AutoCAD SHX Text STA. 1+23, 1"x1" TEE

AutoCAD SHX Text

NEW 1" MAIN LINE

AutoCAD SHX Text

5 L.F. 1" PIPE. SLOPE LINE BACK TO MAIN LINE

AutoCAD SHX Text 1"x1" ELBOW (BARBED x BARBED x MIP BRASS FITTING W/MIN. 2 CLAMPS PER BARB) WATER HYDRANT SIM. DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text STA. 1+03, 1"x1" TEE

AutoCAD SHX Text

NEW 1" MAIN LINE

AutoCAD SHX Text

5 L.F. 1" PIPE

AutoCAD SHX Text

INSTALL CURB STOP VALVE. SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

36 L.F. 1" PIPE

AutoCAD SHX Text

DAYLIGHT DRAIN SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

5 L.F. 1" PIPE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text STA. 10+55: 1"x1"x " TEE 12" TEE (BARBED x BARBED x MIP BRASS FITTING W/MIN. 2 CLAMPS PER BARB) WATER HYDRANT SIM. DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

5 L.F. 1" PIPE

AutoCAD SHX Text

1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

164 L.F. 1" PIPE

AutoCAD SHX Text

DAYLIGHT DRAIN SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

BEGIN WATER LINES STA. 1+00; CONNECT TO EXISTING WATER WELL

AutoCAD SHX Text STA. 1+79 1"x1" TEE

AutoCAD SHX Text

STA. 6+45; 68 RT 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

LOOP A WATER SEE SHEET C5.1

AutoCAD SHX Text STA. 1+03 1"x1" TEE. SEE EXPANDED PLAN 1A THIS SHEET

AutoCAD SHX Text STA. 1+23 1"x1" TEE (SEE EXPANDED PLAN 1 THIS SHEET)

AutoCAD SHX Text STA. 6+45 1"x1" TEE

AutoCAD SHX Text STA. 10+49, 1"x1"x " TEE 12" TEE (SEE EXPANDED PLAN 2 THIS SHEET) WATER HYDRANT SIM. DETAIL

AutoCAD SHX Text

STA. 10+35.5 1" 90° BEND

AutoCAD SHX Text

STA. 6+50 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text NOTE: 1. FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0

AutoCAD SHX Text

STA. 6+45; 76.5 RT WATER HYDRANT SEE DETAIL

AutoCAD SHX Text

EXISTING SEWAGE HOLDING TANK, DO NOT DISTURB

AutoCAD SHX Text

STA. 1+84 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

76.5 L.F. 1" PIPE (SLOPE TO DRAIN TO MAIN LINE)

1" CURBSTOP VALVE SEE EXPANDED PLAN 1A THIS SHEET

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12.21.2022

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701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

AutoCAD SHX Text

STA. 1+00, CONNECT TO TEE

AutoCAD SHX Text

STA. 1+29, BEGIN PIPE DEFLECTION

AutoCAD SHX Text

STA. 1+88, END PIPE DEFLECTION

AutoCAD SHX Text

STA. 2+58, END PIPE DEFLECTION

AutoCAD SHX Text

STA. 2+21, BEGIN PIPE DEFLECTION

AutoCAD SHX Text

STA. 5+10, BEGIN PIPE DEFLECTION

AutoCAD SHX Text

STA. 5+87, END PIPE DEFLECTION

AutoCAD SHX Text

STA. 6+43, TEE

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

STA. 1+00 TO STA. 9+00 INSTALL 800 L.F. 1" SIDR 7 HDPE 250-PSI PIPE

AutoCAD SHX Text 50'

AutoCAD SHX Text 5'

AutoCAD SHX Text

STA. 1+07, TEETEE

AutoCAD SHX Text

STA. 6+48, VALVE BOX

AutoCAD SHX Text

STA. 1+12, VALVE BOX

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

MATCH LINE SEE SHEET C5.2

AutoCAD SHX Text

MATCH LINE SEE SHEET C5.2

AutoCAD SHX Text

STA. 1+00 CONNECT TO TEE

AutoCAD SHX Text STA. 1+07 1"x1" TEE 43 LF 1" PIPE WATER HYDRANT SEE DETAIL

AutoCAD SHX Text

STA. 1+07 (5' RT) 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text STA. 6+43 1"x1" TEE

AutoCAD SHX Text

LOOP C WATER SEE SHEET C5.0

AutoCAD SHX Text

STA. 6+48 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text CONTRACTOR TO REFER TO CCC CAMPGROUND WATER DESIGN MEMO FOR WELL IMPROVEMENT REQUIREMENT INFORMATION INDUSTRY STANDARD PRODUCTS.

AutoCAD SHX Text NOTES: 1. FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0

AutoCAD SHX Text

EXISTING SEPTIC TANK, DO NOT DISTURB

AutoCAD SHX Text

STA. 6+43; 42 LT WATER HYDRANT SEE DETAIL

AutoCAD SHX Text

STA. 6+43, (34 LT) 1" VALVE BOX SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

AutoCAD SHX Text

STA. 1+12 1" VALVE BOX SEE DETAIL .

AutoCAD SHX Text

AutoCAD SHX Text C7.1

42 L.F. 1" PIPE (SLOPE TO DRAIN TO MAIN LINE)

9+00

10+00

11+00 12+00

9+00

10+00

11+00 12+00

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W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

AutoCAD SHX Text

EXISTING CORAL

AutoCAD SHX Text

STA. 11+60, BEGIN PIPE DEFLECTION

AutoCAD SHX Text

STA. 12+09, END PIPE DEFLECTION

AutoCAD SHX Text

STA. 12+84, WATER HYDRANT

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

STA. 9+00 TO STA. 12+84 INSTALL 384 L.F. 1" SIDR 7 HDPE 250-PSI PIPE

AutoCAD SHX Text 50'

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

MATCH LINE SEE SHEET C5.1

AutoCAD SHX Text

MATCH LINE; SEE SHEET C5.1

AutoCAD SHX Text

STA. 12+84 WATER HYDRANT SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.1

NOTES: 1. FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0FOLLOW CONSTRUCTION NOTES 2.4 SHEET 2.0

PC: 1+13.27

PRC: 2+10.50

1+00

2+00

3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

+0

+0

+0

1+00

2+00

3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

+0

+0

+0

0PI: 22+09.73

PC

: 2

+2 1.

PC

: 1

0+

.1

PC: 21+06.25

PC: 21+75.36

PT

: 3

+4 1.

PT: 19+85.79

PT: 21+20.48

PT: 21+95.19

-1.11%

1.12% -0.81%

-1.11%

1.12% -0.81%

W21002-C6.X-GRADING

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text

LOOP "A" SEE SHEET C6.3

AutoCAD SHX Text

ADJUST EXISTING CATTLEGUARD AS NECESSARY

AutoCAD SHX Text

LOOP "C" SEE SHEET C6.1

AutoCAD SHX Text

LOOP "B" SEE SHEET C6.2

AutoCAD SHX Text STEEPEN FILL SLOPE TO MAINTAIN EXISTING CULVERT DRAINAGE. FILL SLOPE NOT TO EXCEED 2:1 SLOPE

AutoCAD SHX Text

LIMITS OF DISTURBANCE (TYP)

AutoCAD SHX Text

CUT/FILL GRADING LIMITS (TYP)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 50'

AutoCAD SHX Text 5'

AutoCAD SHX Text

EXISTING CATTLE GUARD, ADJUST IF NECESSARY

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.1

AutoCAD SHX Text

MATCH LINE SEE SHEET C5.1

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

MATTHEW BEARD

AutoCAD SHX Text

PE-6383

AutoCAD SHX Text

DATE 3/11/22

AutoCAD SHX Text NOTES: 1. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. 2. GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE. AN 8.33% GRADE FOR A MAX LENGTH OF 50 FEET, OR A 10% GRADE FOR A MAX LENGTH OF 30 FEET MAY BE APPROVED BY THE COR. GRADE PATH WITH MAX CROSS SLOPE OF 3%. ADJUST PATH LOCATION AND LIVING AREA AS NECESSARY TO MEET REQUIREMENTS.

BEGIN STATION 1+00

6+007+008+009+0010+00 11+00

12+00

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18+00

19+00

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12+00

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18+00

19+00

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PC

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.1

PC

: 1

7+

.4

PC: 21+06.25

PT

: 1

4+

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PT: 19+85.79

PT: 21+20.48

-1.21% 0.35%

1.36% 0.52%

1.81% 1.52%

-1.21% 0.35%

1.36% 0.52%

1.81% 1.52%

W21002-C6.X-GRADING

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DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

AutoCAD SHX Text

LOOP "C" SEE SHEET C6.1

AutoCAD SHX Text

LOOP "B" SEE SHEET C6.2

AutoCAD SHX Text STEEPEN FILL SLOPE TO MAINTAIN EXISTING CULVERT DRAINAGE. FILL SLOPE NOT TO EXCEED 2:1 SLOPE

AutoCAD SHX Text

LIMITS OF DISTURBANCE (TYP)

AutoCAD SHX Text

CUT/FILL GRADING LIMITS (TYP)

AutoCAD SHX Text

PVI STA: 13+50.00 PVI ELEV: 3943.30 K: 48.54 LVC: 100.00

AutoCAD SHX Text

BVCS: 13+00.00

AutoCAD SHX Text

BVCE: 3943.77

AutoCAD SHX Text

EVCS: 14+00.00

AutoCAD SHX Text

EVCE: 3943.87

AutoCAD SHX Text

PVI STA: 17+79.16 PVI ELEV: 3946.00 K: 74.10 LVC: 100.00

AutoCAD SHX Text

BVCS: 17+29.16

AutoCAD SHX Text

BVCE: 3945.95

AutoCAD SHX Text

EVCS: 18+29.16

AutoCAD SHX Text

EVCE: 3946.73

AutoCAD SHX Text

PVI STA: 20+66.00 PVI ELEV: 3950.18 K: 86.52 LVC: 100.00

AutoCAD SHX Text

BVCS: 20+15.99

AutoCAD SHX Text

BVCE: 3949.45

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 50'

AutoCAD SHX Text 5'

AutoCAD SHX Text 17x13 ARCH CMP CULVERT

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.0

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.2

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.0

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.2

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

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MATTHEW BEARD

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PE-6383

AutoCAD SHX Text

DATE 3/11/22

AutoCAD SHX Text 17"x13" ARCH CMP CULVERT SEE DETAIL

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PRESERVE AND PROTECT EXISTING FENCE (TYP)

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text NOTES: 1. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. 2. GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE. AN 8.33% GRADE FOR A MAX LENGTH OF 50 FEET, OR A 10% GRADE FOR A MAX LENGTH OF 30 FEET MAY BE APPROVED BY THE COR. GRADE PATH WITH MAX CROSS SLOPE OF 3%. ADJUST PATH LOCATION AND LIVING AREA AS NECESSARY TO MEET REQUIREMENTS. 3. TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.

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CUT/FILL GRADING LIMITS (TYP)

LIMITS OF DISTURBANCE (TYP)

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

AutoCAD SHX Text

LOOP "B" SEE SHEET C6.2

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LIMITS OF DISTURBANCE (TYP)

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EVCS: 21+15.99

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EVCE: 3951.49

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FINISH GRADE

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EXISTING GROUND

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AutoCAD SHX Text 5'

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PVI STA: 20+66.00 PVI ELEV: 3950.18 K: 86.52 LVC: 100.00

AutoCAD SHX Text 17x13 ARCH CMP CULVERT

AutoCAD SHX Text 17x13 ARCH CMP CULVERT

AutoCAD SHX Text

MATCH LINE SEE SHEET C6.1

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AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

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MATTHEW BEARD

AutoCAD SHX Text

PE-6383

AutoCAD SHX Text

DATE 3/11/22

AutoCAD SHX Text NEW 17x13 ARCH CMP CULVERT SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C7.0

AutoCAD SHX Text NOTES: 1. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. 2. GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE. AN 8.33% GRADE FOR A MAX LENGTH OF 50 FEET, OR A 10% GRADE FOR A MAX LENGTH OF 30 FEET MAY BE APPROVED BY THE COR. GRADE PATH WITH MAX CROSS SLOPE OF 3%. ADJUST PATH LOCATION AND LIVING AREA AS NECESSARY TO MEET REQUIREMENTS. 3. TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.

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CUT/FILL GRADING LIMITS (TYP)

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PT: 3+41.08

-2.00% 1.19%

2.06%

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-2.00% 1.19%

2.06%

1.86%

2.18%2.18%

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

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LOOP "A" SEE SHEET C6.3

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FINISH GRADE

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EXISTING GROUND

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AutoCAD SHX Text

MATTHEW BEARD

AutoCAD SHX Text

PE-6383

AutoCAD SHX Text

DATE 3/11/22

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING FENCE

AutoCAD SHX Text NOTES: 1. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. 2. GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE. AN 8.33% GRADE FOR A MAX LENGTH OF 50 FEET, OR A 10% GRADE FOR A MAX LENGTH OF 30 FEET MAY BE APPROVED BY THE COR. GRADE PATH WITH MAX CROSS SLOPE OF 3%. ADJUST PATH LOCATION AND LIVING AREA AS NECESSARY TO MEET REQUIREMENTS. 3. TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.

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CUT/FILL GRADING LIMITS (TYP)

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PI: 9+04.05

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PRC: 9+96.46

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701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

NORTH DAKOTA

AutoCAD SHX Text

FINISH GRADE

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EXISTING GROUND

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MATCH LINE SEE SHEET C6.3

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AutoCAD SHX Text

MATTHEW BEARD

AutoCAD SHX Text

PE-6383

AutoCAD SHX Text

DATE 3/11/22

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING FENCE

AutoCAD SHX Text NOTES: 1. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. GRADE ALL LIVING AREAS WITH A MAX 2% GRADE IN ALL DIRECTIONS. 2. GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE PATH FROM CAMP SITE PARKING AREA TO LIVING AREA AT A 5% GRADE. AN 8.33% GRADE FOR A MAX LENGTH OF 50 FEET, OR A 10% GRADE FOR A MAX LENGTH OF 30 FEET MAY BE APPROVED BY THE COR. GRADE PATH WITH MAX CROSS SLOPE OF 3%. ADJUST PATH LOCATION AND LIVING AREA AS NECESSARY TO MEET REQUIREMENTS. 3. TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.TENT PADS TO BE MOWED. REFER TO SHEETS C4 FOR LOCATION.

AutoCAD SHX Text

CUT/FILL GRADING LIMITS (TYP)

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LIMITS OF DISTURBANCE (TYP)

AutoCAD SHX Text CONTRACTOR TO CATCH GRADE WITHIN PROPERTY LINE, FIELD FIT, AND ADJUST GRADING AS NECESSARY, COORDINATE WITH COR

CONTRACTOR TO CATCH GRADE WITHIN PROPERTY LINE, FIELD FIT, AND ADJUST GRADING AS NECESSARY, COORDINATE WITH COR

CONCRETE PARKING BLOCK DETAIL 5

C7.0

CONCRETE SLAB SECTION

GRAVEL SECTION 3

C7.0

C7.0

CULVERT DETAIL 7

C7.0

CONTROL JOINT DETAIL 6

C7.0

TYPICAL TRENCH EXCAVATION & BACKFILL DETAIL 4

C7.0

SAND SECTION 9

C7.0

TYPICAL ROAD SECTION 1

C7.0

DAYLIGHT DRAIN DETAIL 8

C7.0

SHEET

DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

W21002-C7.X-DETAILS_CIVIL

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FILL WITH ROPE BACKING AND ELASTOMERIC FILLER

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14" WIDE SAWN JOINT

AutoCAD SHX Text NOTES: 1. SET IN PLACE WITH 5/8" x 24" STEEL PIN. GROUT SPACE AROUND PIN. SET IN PLACE WITH 5/8" x 24" STEEL PIN. GROUT SPACE AROUND PIN. 2. REINFORCE WITH 4-#4 LONGITUDINAL BARS AND WRAP WITH W1.5 OR REINFORCE WITH 4-#4 LONGITUDINAL BARS AND WRAP WITH W1.5 OR LARGER WIRE AT 4 1/2" PITCH. TIE W1.5 OR LARGER WIRE TO EVERY REINFORCING BAR AT 2'-0" CENTERS.

AutoCAD SHX Text

34" HOLE (TYP)

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NO SCALE

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95%%% COMPACTED SUBGRADE

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FINISH GRADE

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4" OF CONCRETE SURFACE COURSE WITH WELDED WIRE MESH

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

COMPACTED SUBGRADE

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FINISH GRADE

AutoCAD SHX Text 4" OF COMPACTED GRAVEL PER SPECIFICATION 301, THICKNESS BASED ON OWNER'S DISCRETION.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text NOTES: 1. THE CONTRACTOR SHALL PREPARE A CONCRETE THE CONTRACTOR SHALL PREPARE A CONCRETE JOINT LAYOUT AND HAVE IT APPROVED BY THE ENGINEER. 2. PROVIDE CONTROL JOINTS AT A SPACING OF 24 PROVIDE CONTROL JOINTS AT A SPACING OF 24 TO 30 TIMES THE SLAB THICKNESS. 3. SAWED JOINTS SHALL IMMEDIATELY BE WASHED SAWED JOINTS SHALL IMMEDIATELY BE WASHED WITH HIGH PRESSURE WATER AFTER SAWING TO REMOVE ALL LOOSE MATERIAL FROM THE JOINT FACE. JOINT WASHING SHOULD BE IN ONE DIRECTION TO PREVENT RECONTAMINATION. IMMEDIATELY PRIOR TO THE JOINT SEALING OPERATION, THE JOINT FACE SHALL BE THOROUGHLY CLEANED BY SANDBLASTING OR OTHER ACCEPTABLE METHOD AND THEN BLOWN OUT WITH COMPRESSED AIR OF AT LEAST 90 PSI.

AutoCAD SHX Text

12" COMPACTED NATIVE MATERIAL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NOTE: WIDTH OF TRAIL PER SITE PLAN SHEETS

AutoCAD SHX Text

AutoCAD SHX Text 1H:1V

AutoCAD SHX Text 3H:1V

AutoCAD SHX Text 3H:1V

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

17" X 13" ARCH CMP CULVERT; SLOPE VARIES

AutoCAD SHX Text

BIONET C125BN EROSION CONTROL BLANKET 6.67' WIDE ROLL (WHERE SPECIFIED)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 18"

AutoCAD SHX Text

MIN.

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AutoCAD SHX Text

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AutoCAD SHX Text 1'

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

5' MAX.

AutoCAD SHX Text TYPE 2 BEDDING REQ'D IF FOUNDATION IS FOUND TO BE UNSUITABLE (DEPTH WILL BE ESTABLISHED BY THE ENGINEER)

AutoCAD SHX Text

OF PIPE

AutoCAD SHX Text

BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS TYPE I EXC.

AutoCAD SHX Text

EXISTING GROUNDLINE OR SUBGRADE

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

O.D. OF PIPE PLUS 2' MIN. WIDTH 3.0'

AutoCAD SHX Text VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS TYPE 2 EXC.

AutoCAD SHX Text

EXCAVATED MAT'L.

AutoCAD SHX Text

TYPE 1 PIPE BEDDING

AutoCAD SHX Text

PIPE ZONE MATERIAL PLACED IN 6" LIFTS AND COMPACTED TO 95% OF MAX. DRY DENSITY.

AutoCAD SHX Text

SELECT BEDDING

AutoCAD SHX Text TRENCH BACKFILL MATERIAL PLACED IN 6" LIFTS AND COMPACTED TO 95% OF MAX. DRY DENSITY.

AutoCAD SHX Text MATERIALS TRENCH BACKFILL: MATERIALS FROM TRENCH EXCAVATION BACKFILL MATERIAL OBTAINED FROM TRENCH EXCAVATION MUST BE FREE OF CINDERS, ASH, REFUSE, ORGANIC OR FROZEN MATERIAL, BOULDERS OR OTHER DELETERIOUS MATERIALS. STONES LARGER THAN 6 INCHES IN THEIR GREATEST DIMENSION SHALL BE EXCLUDED FROM THE BACKFILL AND REMOVED FROM THE PROJECT SITE. IMPORTED BACKFILL MATERIAL IMPORTED BACKFILL MATERIAL IS FROM BORROW SOURCE(S) OUTSIDE THE PROJECT LIMITS AND IS USED WHEN, IN THE OPINION OF THE ENGINEER, AN ADEQUATE VOLUME OF SUITABLE BACKFILL MATERIAL IS NOT AVAILABLE WITHIN THE PROJECT LIMITS. ACCEPTABLE IMPORTED MATERIAL WILL BE NON-PLASTIC AND FREE OF ANY CLAY OR GRAVEL LARGER THAN 3-INCHES IN ANY DIMENSION. ALL IMPORTED MATERIAL PROPOSED FOR INSTALLATION WILL BE REVIEWED BY THE ENGINEER FOR ACCEPTANCE. SELECT BEDDING: SELECT BEDDING SHALL CONSIST OF SOIL, SAND OR FINE GRAVEL FREE FROM CLODS, LUMPS OF FROZEN MATERIAL OR ROCK EXCEEDING 3/4-INCHES IN ITS GREATEST DIMENSION. NO MORE THAN 35 PERCENT OF THE MATERIAL SHALL PASS THE 200 SIEVE. THE PORTION OF THE MATERIAL PASSING THE NO. 40 SIEVE SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 10. ALL MATERIAL SHALL BE INORGANIC. WHERE TRENCH EXCAVATION ENCOUNTERS WET OR UNSTABLE MATERIAL, SELECT BEDDING MUST BE FREE DRAINING AND NON-PLASTIC. TYPE 1 PIPE BEDDING: TYPE 1 BEDDING SHALL CONSIST OF A SANDY GRAVEL OR FINE GRAVEL CONFORMING TO THE FOLLOWING GRADATION WHEN TESTED IN ACCORDANCE WITH AASHTO METHOD T-88 (ASTM C-136): % PASSING SIEVE OPENING BY WEIGHT BY WEIGHT 1" 100 100 1/2" 70-95 70-95 NO. 4 40-70 40-70 NO. 10 25-55 25-55 NO. 200 0-10 0-10 WHERE TRENCH EXCAVATION ENCOUNTERS WET OR UNSTABLE MATERIAL, SELECT BEDDING MUST BE FREE DRAINING AND NON-PLASTIC. TYPE 2 PIPE BEDDING: TYPE 2 BEDDING SHALL CONSIST OF GRANULAR MATERIAL MEETING THE FOLLOWING GRADATION: SIEVE OPENING % PASSING % PASSING 3" 100 100 NO. 4 0-25 0-25 NO. 8 0-10 0-10

AutoCAD SHX Text

PROVIDE TRACER WIRE ON ALL WATER LINES

AutoCAD SHX Text

6" AGGREGATE BASE COURSE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 6" OF CLEAN SAND PER SPECIFICATION 644, 646, OR 648., THICKNESS BASED ON OWNER'S DISCRETION.

AutoCAD SHX Text

NO SCALE

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12" COMPACTED NATIVE MATERIAL

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NOTE: WIDTH OF TRAIL PER SITE PLAN SHEETS

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AutoCAD SHX Text C

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FINISH GRADE ON PROFILE

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RIGHT WIDTH, VARIES, PER PLAN

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LEFT WIDTH, VARIES, PER PLAN

AutoCAD SHX Text 2.0%%%

AutoCAD SHX Text 2.0%%%

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NATIVE MATERIAL SUBGRADE

AutoCAD SHX Text

NO SCALE

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VARIES, PER PLAN

AutoCAD SHX Text

EXISTING GROUND GRADE AWAY FROM ROAD

AutoCAD SHX Text

6-12" DITCH AT 4:1 SLOPE ON BOTH SIDES OF ROADWAY

AutoCAD SHX Text 4" OF GRAVEL (GRADING B, COMPACTION B - PLACEMENT METHOD C), PER SPECIFICATION 301, THICKNESS BASED ON OWNER'S DIRECTION

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12" COMPACTED NATIVE MATERIAL

AutoCAD SHX Text

GALV STEEL UNION

AutoCAD SHX Text

STREET ELBOW

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24 MESH BRASS, BRONZE, OR STAINLESS STEEL SCREEN.

AutoCAD SHX Text

PIPE NIPPLE (THREADED ON ONE END)

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MIN. 2 SQ. FT. OF SPLASH PAD. USE CLEAN COBBLE OR RUBBLE ROCK, 4 TO 6 IN. SIZE.

AutoCAD SHX Text GALV. STEEL DRAIN LINE TO POINT OF MIN. 12 IN. COVER OVER PIPE UNLESS OTHER- WISE SPECIFIED.

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NO SCALE

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ROAD SECTION DIMENSIONS

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STATION RANGE

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TOTAL WIDTH

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RIGHT WIDTH

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LEFT WIDTH

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LOOP A

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1+00 TO 1+32

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2+42 TO 3+89

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4+16 TO 5+58

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6+80 TO 6+93

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6+98 TO 8+34

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8+39 TO 10+96

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11+64 TO 12+06

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12+10 TO 13+25

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13+79 TO 20+05

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LOOP B

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21+57 TO 23+05

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23+10 TO 23+50

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23+55 TO 25+68

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26+83 TO 29+42

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LOOP C

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1+64 TO 2+27

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2+36 TO 8+01

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9+23 TO 13+60

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FRAME PLAN GRATE PLAN

FRAME SECTION GRATE SECTION

COMPOSITE GRATE DETAIL

WATER HYDRANT PLAN VIEW

A-A C7.1

WATER HYDRANT SECTION A-A

WATER HYDRANT DETAIL 1

C7.1

CURB STOP DETAIL3

C7.1

VALVE BOX DETAIL 2

C7.1

SHEET

DESIGNED BY:

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

W21-002

12.21.2022

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Engineering

701.842.6619 • tdhengineering.com

109 2ND AVE NE • WATFORD CITY, NORTH DAKOTA 58854

W21002-C7.X-DETAILS_CIVIL

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FRAME

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SILL

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TWO 3" DECK SCREWS. SEE NOTE 5

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16D 8" O.C. (TYP.)

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TOP SURFACE SHALL BE FREE OF DEFECTS

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CONCRETE SLAB, SEE DETAIL 2/C7.0

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1% SLOPE TO ROAD

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COMPOSITE GRATE CENTERED ON HYDRANT. SEE DETAIL.

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HYDRANT POST

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1" HDPE SUPPLY LINE

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1- " CHAMFER 14" CHAMFER AT CORNERS ABOVE GRADE

AutoCAD SHX Text NOTES: 1. LUMBER SHALL BE COMPOSITE LUMBER SHALL BE COMPOSITE MATERIAL, COLOR AS SELECTION BY THE OWNER'S REP. 2. ALL COMPOSITE LUMBER FOR ALL COMPOSITE LUMBER FOR GRATE, FRAME, AND SILL SHALL BE NOMINAL 2X4. 3. GRATE FRAME SHALL BE SET GRATE FRAME SHALL BE SET LEVEL BEFORE PLACING CONCRETE PAD. GRATE SHALL FIT LOOSELY IN FRAME AND NOT BE FASTENED. 4. SCREWS FOR GRATE SHALL BE NO. SCREWS FOR GRATE SHALL BE NO. 8 X 3 INCH CORROSION RESISTANT DECK SCREWS. PREDRILL FRAME AND GRATE END PIECES.

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COMPOSITE GRATE. SEE DETAIL.

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CONCRETE SLAB. SEE DETAIL 2/C7.0.

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FINISH GRADE

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1" MINUS WASHED GRAVEL

AutoCAD SHX Text TWO " GALV. STEEL HEX BOLTS 12" GALV. STEEL HEX BOLTS W/ WASHERS. COUNTERSINK BOTH ENDS (TYP.)

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CONCEALED 1/2" GALV. STEEL SUPPLY PIPE. ROUT CHANNEL IN ONE POST.

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CUT THROUGH BACK 4X6

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FINISH GRADE

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NO SCALE

AutoCAD SHX Text 24"x24"x6" CONCRETE FOOTING WRAPPED IN GEOTEXTILE FABRIC

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SLOPE TO DRAIN

AutoCAD SHX Text 1-INCH ID HOSE BARB x 1/2 INCH MIP FITTING (BRASS NO EXCEPTION) WITH TWO STAINLESS STEEL CLAMPS ON BARBED PIPE CONNECTION

AutoCAD SHX Text GALV. STEEL COUPLING & NIPPLE. USE "x3- " GALV. STEEL SLIP-ON 12"x3- " GALV. STEEL SLIP-ON 12" GALV. STEEL SLIP-ON FLANGE FOR ESCUTCHEON.

AutoCAD SHX Text HAWES MODEL 6252EHLF FAUCET OR EQUAL. ALTERNATIVELY ONE LOCATION, THE CAMPGROUND HOST SITE IN LIEU OF STANDARD FAUCET SHALL BE WATTS SERIES SC8 SILL COCK FAUCET WITH SEPARATE VACUUM BREAKER

AutoCAD SHX Text TWO 4"x6" COMPOSITE POSTS

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1- " CHAMFER14" CHAMFER

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6" OF NDDOT CLASS 13 AGGREGATE SURFACE COURSE

AutoCAD SHX Text SPOUT TO BE LOCATED 11-12" FROM BACK OF CONCRETE PAD WITH INSTALLATION OF SCHEDULE40 PVC FITTINGS TO REDUCE YARD HYDRANT 3/4-INCH HOSE BIB CONNECTION TO 1/2-INCH PIPING

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ELEVATION AS PER DRAWING OR LEVEL WITH SIDEWALK GRADE

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INSTALL PLUMB

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CURB BOX SIMILAR TO MUELLER-WRAP WITH POLYETHYLENE

AutoCAD SHX Text FOOT PIECE SIMILAR TO MUELLER. SET IN 8"x8"x4" CONCRETE BLOCK

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CURB STOP

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1" SIDR 7 HDPE 250-PSI PIPE

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NO SCALE

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NO SCALE

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1" BALL VALVE

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1" UNION

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4" CLEARANCE

AutoCAD SHX Text PLASTIC METER BOX EXTENSIONS INSTALL AS MANY AS NECESSARY TO OBTAIN MINIMUM COVER REQUIRED

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PLASTIC METER BOX WITH SNAP LOCK COVER

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1" - 1 " COMPACTED 12" COMPACTED DRAIN…

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