1240LU24R0004-0002 Amendment Attachment Control Point Data.pdf

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

NORT H DAKOTA

W21002-C3.0 CONTROL UPDATE 2024

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PRESERVE AND PROTECT EXISTING PAVILION

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PRESERVE AND PROTECT EXISTING RESTROOM

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PRESERVE AND PROTECT EXISTING FENCE, TYP.

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PRESERVE AND PROTECT EXISTING VEGETATION

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EXISTING CORRAL, DEMO

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EXISTING CORRAL, DEMO

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EXISTING CORRAL, DEMO

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EXISTING CORRAL, DEMO

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EXISTING CORRAL, DEMO

AutoCAD SHX Text PRESERVE AND PROTECT EXISTING WELL, CAREFULLY REMOVE METAL RAILING AND CONCRETE IN PREPARATION FOR IMPROVEMENTS UPGRADE PER C4.3

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LOOP C

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LOOP B

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LOOP A

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EXISTING DEFLECTOR DITCH

AutoCAD SHX Text PRESERVE AND PROTECT INFORMATION BOARD AND SELF-CLOSING GATE TO MAAH DAAH HEY TRAIL

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PRESERVE AND PROTECT EXISTING RESTROOM

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PRESERVE AND PROTECT EXISTING RESTROOM

AutoCAD SHX Text PRESERVE AND PROTECT INFORMATION BOARD AND SELF-CLOSING GATE TO MAAH DAAH HEY TRAIL

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PRESERVE AND PROTECT EXISTING CATTLE GUARD, ADJUST PER C4.3

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SEE ELECTRICAL PLANS FOR ELECTRICAL INFRASTRUCTURE

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PRESERVE AND PROTECT EXISTING BURIED HOLDING TANK AT CAMPGROUND

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PRESERVE AND PROTECT EXISTING 48" CMP. SEE NOTE 5

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PRESERVE AND PROTECT EXISTING FENCE, TYP.

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PRESERVE AND PROTECT EXISTING FENCE, TYP.

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EXISTING HORSE LOADING AREA, DEMO

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PRESERVE AND PROTECT EXISTING COVERED INFORMATION BOARD AND CONCRETE BASE

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CP

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CP

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CP

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CP

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CP

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AutoCAD SHX Text Northing

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AutoCAD SHX Text Description

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AutoCAD SHX Text 5162.118

AutoCAD SHX Text 4513.145

AutoCAD SHX Text 3947.51

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AutoCAD SHX Text 5464.965

AutoCAD SHX Text 5232.376

AutoCAD SHX Text 3953.30

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AutoCAD SHX Text 4951.668

AutoCAD SHX Text 5077.502

AutoCAD SHX Text 3960.41

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AutoCAD SHX Text 5483.684

AutoCAD SHX Text 4700.251

AutoCAD SHX Text 3946.01

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AutoCAD SHX Text 4752.600

AutoCAD SHX Text 4450.897

AutoCAD SHX Text 3988.09

AutoCAD SHX Text cp/5/8 rb

AutoCAD SHX Text No Horizontal or Vertical control points were provided in the original drawing from the USFS. The horizontal control points are a ground projection using International Feet and were computed based on a best fit solution using existing features on the site. Site features were field verified but some existing site features do not match the locations shown on the design plans but do match the locations provided on the original survey. TD&H cannot guarantee the locations of all the existing features are correctly shown. The vertical datum provided is unknown and appears to approximately double the from actual site elevations. The computed elevations are in US Survey Feet and were translated based on the existing ground at the northwest corner of the information board on Loop C. Spot checks were performed throughout the entire site to verify the that the surface used for design is an acceptable representation of the existing conditions. TD&H cannot guarantee the accuracy of the existing site surface shown on the design plans.

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CONTROL TABLE

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AutoCAD SHX Text 120'

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AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL MEET WITH OWNER'S REPRESENTATIVE ON-SITE TO REVIEW CONTRACTOR SHALL MEET WITH OWNER'S REPRESENTATIVE ON-SITE TO REVIEW EXTENTS OF DEMOLITION PRIOR TO ANY DEMOLITION WORK COMMENSING. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING CAMPGROUND ITEMS CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING CAMPGROUND ITEMS NOT NOTED HEREIN TO BE PRESERVED AND PROTECTED INCLUDING BUT NOT HEREIN TO BE PRESERVED AND PROTECTED INCLUDING BUT NOT LIMITED TO ALL CORALS, HORSE LOADING/UNLOADING AREAS, PICNIC TABLES, FIRE RINGS, AND OTHER ITEMS NOT INCORPORATED INTO THE NEW CAMPGROUND IMPROVEMENTS. 3. CONTRACTOR TO REVIEW TO SHEET 10.0-10.1 FOR ALL EXISTING AND PROPOSED CONTRACTOR TO REVIEW TO SHEET 10.0-10.1 FOR ALL EXISTING AND PROPOSED SIGN INFORMATION. 4. PROTECT ALL EXISTING VEGETATION TO EXTENT FEASIBLE. CONTRACTOR TO LAYOUT PROTECT ALL EXISTING VEGETATION TO EXTENT FEASIBLE. CONTRACTOR TO LAYOUT NEW CAMPGROUND AND REVIEW ALL EFFECTED VEGETATION WITH OWNER'S REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. NO EXISTING TREES TO BE DEMOLISHED WITHOUT APPROVAL BY OWNER'S REPRESENTATIVE. 5. CONTRACTOR SHALL CLEAN-OUT PLUGGED INLET TO EXISTING 48" CMP. CONTRACTOR SHALL CLEAN-OUT PLUGGED INLET TO EXISTING 48" CMP. 6. SURVEY DATA IS PROVIDED BY OTHERS AND SURVEY CONTROL DATA IS NOT 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 VERTICAL DATUM IS PROVIDED BY OTHERS AND IS ASSUMED TO BE SURVEY FEET AND APPROXIMATELY DOUBLED FROM ACTUAL SITE ELEVATIONS.

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MATTHEW BEARD

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PE-6383

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DATE 3/11/22

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01 1/25/24 ADD SURVEY CONTROL

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01 1/25/24 ADD SURVEY CONTROL