Attch_3_Three_Peaks_SRMA_Drawings.pdf

PDF 14 MB Posted Jul 22, 2021

Attached to: THREE PEAKS SRMA REDEVELOPMENT Federal contract opportunity
Solicitation number: 140L0621R0028
Issued by: Department of the Interior Bureau of Land Management National Office

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Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for redevelopment of the Three Peaks Special Recreation Management Area. Solicitation number 140L0621R0028 was issued by the Department of the Interior Bureau of Land Management National Office for the THREE PEAKS SRMA REDEVELOPMENT project. The solicitation seeks contractors to redevelop the Three Peaks SRMA to improve recreation facilities and access. The attached drawing file provides additional specifications for the redevelopment work. The response deadline and anticipated award date are not stated.

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Other files for this federal contract opportunity

Other files attached to THREE PEAKS SRMA REDEVELOPMENT, newest first.
File	Type	Posted
B09_A1_21R0028_At8_QAs1_17_Aug_0001.pdf	PDF	Aug 17, 2021
Sol_140L0621R0028_Amd_0001.pdf	PDF	Aug 17, 2021
B09_A1_21R0028_Sol_Cont_Amend1_0001.pdf	PDF	Aug 17, 2021
B09_A1_21R0028_At3_Drawings_Rev2_0001.pdf	PDF	Aug 17, 2021
B09_A1_21R0028_At7_SV_Attendance_0001.pdf	PDF	Aug 17, 2021
Attch_6_Three_Peaks_SRMA_Price_Schedule.xlsx	XLSX spreadsheet	Jul 22, 2021
Attch_1_Three_Peaks_SRMA_Specifications.pdf	PDF	Jul 22, 2021
Attch_5_Three_Peaks_SRMA_PP_Questionnaire.docx	DOCX document	Jul 22, 2021
Attch_2_Three_Peaks_SRMA_Government_Furnished_Materials.pdf	PDF	Jul 22, 2021
Attch_4_Three_Peaks_SRMA_Wage_Determinations.pdf	PDF	Jul 22, 2021
Sol_140L0621R0028.pdf	PDF	Jul 22, 2021

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PROJECT LOCATION SITE ACCESS

DESIGNERS

PROJECT VICINITY

PROJECT SITES

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

THREE PEAKS SRMA

REDEVELOPMENT

INDEX OF DRAWINGS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

Call before you dig.

Know what's below .

PROJECT LOCATION

ROCKY PEAK

CAMPGROUND

THREE PEAKS

DISC GOLF

MTN BIKE

PARKING

RC TRACK

GENERAL

G001 COVER SHEET

G002 CIVIL NOTES AND LEGEND

CIVIL

C100 OVERALL SITE PLAN

C101 EXISTING/ DEMO SITE PLAN FOR CAMPGROUND

C102 CAMPGROUND OVERALL SITE IMPROVEMENTS

C103 CAMPGROUND OVERALL DRAINAGE PLAN

C104 CAMPGROUND GROUP SITE LAYOUT

C105 CAMPGROUND SITE PLAN - CAMPSITES 3-6

C106 CAMPGROUND SITE PLAN - CAMPSITES 7-8

C107 CAMPGROUND SITE PLAN - CAMPSITES 9-12

C108 CAMPGROUND SITE PLAN - KIOSK AND RESTROOMS

C109 CAMPGROUND GROUP SITE GRADING

C110 CAMPGROUND GROUP SITE GRADING

C111 SITE PLAN - DISC GOLF PARKING AREA

C112 SITE PLAN - MOUNTAIN BIKE PARKING AREA RESTROOM RELOCATION

C113 EXISTING/ DEMO RC TRACK SITE PLAN

C114 RC TRACK SITE IMPROVEMENTS

C115 RC TRACK GRADING PLAN

C501 CIVIL DETAILS

C502 CIVIL DETAILS

C503 CIVIL DETAILS

C504 KIOSK PLAN & ELEVATION

C505 PAVILION PLAN & DETAILS

C506 CIVIL DETAILS

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:6/7/2021 5:07 PM PLOTTED BY:Alfredo Rico 6/7/2021 5:07 PM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\100 Three Peaks SRMA\2.0 Drawings\2.1 Dwg\2.1.2 Current\G-001

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COVER SHEET

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THREE PEAKS SRMA REDEVELOPMENT

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COLOR COUNTRY DISTRICT

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UTAH

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NORTH WIND IDAHO FALLS

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AutoCAD SHX Text 03/10/2021

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AutoCAD SHX Text G001

GENERAL NOTES:

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTING

OFFICER (CO) PRIOR TO START OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE

SAFETY LAWS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND

AROUND THE CONSTRUCTION AREA. ALL CLOSURES MUST BE COORDINATED AND APPROVED BY CO.

4. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CO.

5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CALL BLUE STAKES OF UTAH AT 811 A MINIMUM OF 48 HOURS PRIOR TO

EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING

PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING

OPERATIONS, AND IMMEDIATELY NOTIFY THE CO OF ANY POTENTIAL CONFLICTS.

6. CONTRACTORS SHALL NOTIFY THE CO WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY

BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR PRIOR NOTICE.

7. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE GOVERNMENT. AT THE

REQUEST OF THE CO, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE

SPECIFICATION REQUIREMENTS SET FORTH.

8. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE

BASE; AND (C) PLACING OF CONCRETE.

9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE APPROVAL FROM THE CO IN WRITING PRIOR TO

CONSTRUCTION.

10. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

11. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR

MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

12. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK.

13. THE CONTRACTOR SHALL REPAVE TO EXISTING GRADE ANY EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION.

14. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS

ITEMS COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES (ADAAG) REQUIREMENTS.

15. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR

SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE DESIGNER.

16. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE GOVERNMENT AND DESIGNER.

17. NO DEVIATIONS FROM CIVIL OR STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE GOVERNMENT

AND DESIGNER.

18. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF PLANNING PURPOSES.

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR STORM

WATER MANAGEMENT AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) FOR REVIEW BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL OBTAIN A COPY OF

THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT

AND FILE A NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA. THE CGP DOES NOT RELIEVE

THE CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER

POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO

ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC

RIGHTS-OF-WAY OR ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR

DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC

RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY, OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC

APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT

OR MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THE DESIGN STANDARDS, IS

PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE CONTRACTOR.

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN EROSION AND SEDIMENT CONTROL

NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR

APPROVAL OF THE GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT DEPOSITION OF THE

OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY VEHICLES AND EQUIPMENT. ALL DAMAGE

TO EXISTING VEGETATION SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL AGENCIES WHICH HAVE

JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL

PREPARE AND MAINTAIN A DUST CONTROL PLAN.

LEGEND

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING GRAVEL ROADWAY

PROPOSED GRAVEL ROADWAY

PROPOSED GRAVEL WALKWAY

EXISTING MAJOR CONTOURS

(5' INTERVALS)

EXISTING MINOR CONTOURS

(1' INTERVALS)

PROPOSED MAJOR CONTOURS

(5' INTERVALS)

PROPOSED MINOR CONTOURS

(1' INTERVALS)

PROPOSED SPOT ELEVATION

EXISTING CONTROL POINTS

EXISTING WOOD FENCE

PROPOSED POST AND RAIL FENCE

PROPOSED SIGN

SITE FEATURE TO REMOVE

SITE FEATURE TO REMOVE AND REVEGETATE

MOUNTAIN BIKING TRAIL

PROPOSED DRAINAGE CHANNEL/SWALE CENTERLINE

PROPOSED BOULDER

PROPOSED YARD HYDRANT

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING GOVERNMENT PROVIDED SURVEYED INFORMATION AND THE

LOCATION, DEPTH AND ACCURACY OF SURFICIAL INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK.

NOTIFY THE CO OF ANY CONFLICTS.

5. HORIZONTAL DATUM IS NAD 83 (NRS2007), UTAH STATE PLANE COORDINATE SYSTEM (SOUTH ZONE). ANY BEARINGS SHOWN ARE AT GRID AZIMUTH. ANY DISTANCES SHOWN

REPRESENTS GROUND DISTANCES.

6. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

CONSTRUCTION NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO

PREVENT SPILLS OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

5. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LOCAL

AUTHORITY, INCLUDING ALL REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

CIVIL NOTES:

1. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST

EXTENT POSSIBLE.

3. AT A MINIMUM, THE MATERIALS USED FOR A POTABLE WATER SYSTEM MUST MEET NSF STANDARD 61, AND APPLICABLE AWWA STANDARDS.

3.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

3.2. NEWLY INSTALLED WATER LINES MUST BE FLUSHED, STERILIZED AND SAMPLED FOR CONTAMINATES, IN ACCORDANCE WITH THE MOST RECENT AWWA STANDARD

3.3. THE CONTRACTOR IS RESPONSIBLE FOR:

3.3.1. COORDINATING WATER OUTAGE WITH THE WATER PURVEYOR, 48 HOURS IN ADVANCE.

3.3.2. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE REQUIREMENTS, AT THE CONTRACTOR'S EXPENSE.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: AASHTO M 85 OR ASTM C-150 TYPE V CEMENT, U.N.O. AGGREGATE SHALL CONFORM TO

ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. FORMS SHALL BE SECURED TO PREVENT MOVEMENT OR SETTLEMENT AND SHALL BE CLEAN AND FREE OF HARDENED CONCRETE, DIRT, DISTORTION, AND RUST.

6. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH APPROVED FILL

MATERIAL.

7. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

8. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER SPECIFICATIONS AND ACI-302.

9. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

10. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND

PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT

CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES

HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

11. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

REINFORCING STEEL NOTES:

1. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2”

3. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT

BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

ABBREVIATIONS

EG EXISTING GROUND OR EDGE OF GRAVEL

TOS

TOP OF STEPS

BOS

BOTTOM OF STEPS

GRAVEL SURFACE

EDGE OF CONCRETE

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MARK

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APPROVED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:6/7/2021 5:04 PM PLOTTED BY:Alfredo Rico 6/7/2021 5:04 PM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\100 Three Peaks SRMA\2.0 Drawings\2.1 Dwg\2.1.2 Current\G-002

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CIVIL NOTES AND LEGEND

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THREE PEAKS SRMA REDEVELOPMENT

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COLOR COUNTRY DISTRICT

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UTAH

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NORTH WIND IDAHO FALLS

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AutoCAD SHX Text 03/10/2021

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10201

100002

POINT TABLE

POINT #

10201

100002

NORTHING

10247014.16

10244511.42

10245686.50

10246861.35

EASTING

1160801.77

1153262.48

1153043.57

1157564.31

ELEVATION

5712.89

5919.34

5991.16

5806.43

DESCRIPTION

CP1 TRACK

CP2

CP1

CP1/4 11-14

300'

600'0600'

150'

ROCKY PEAK

CAMPGROUND SEE

SHEET C101 - C110

THREE PEAKS

DISC GOLF

SEE SHEET C111

MTN BIKE PARKING

SEE SHEET C112

MID VALLEY ROAD

4600 N

RC TRACK

SEE SHEET

C113-C115

STOCKPILE AND

BORROW AREA

SURVEY NOTES:

1. HORIZONTAL DATUM IS NAD 83 (NRS2007), UTAH STATE PLANE

COORDINATE SYSTEM (SOUTH ZONE). ANY BEARINGS SHOWN ARE AT

GRID AZIMUTH. ANY DISTANCES SHOWN REPRESENTS GROUND

DISTANCES.

2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:6/7/2021 4:59 PM PLOTTED BY:Alfredo Rico 6/7/2021 4:59 PM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\100 Three Peaks SRMA\2.0 Drawings\2.1 Dwg\2.1.2 Current\_REV 1\C-100

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OVERALL SITE PLAN

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THREE PEAKS SRMA REDEVELOPMENT

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UTAH

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NORTH WIND IDAHO FALLS

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CALLOUT REVISION

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SITE IMPROVEMENT KEY NOTES:

1. REMOVE EXISTING FENCE.

2. RETAIN EXISTING PAVILION.

3. REHABILITATE GRAVEL AREA, REMOVE AND RETAIN GRAVEL AND

SCARIFY SUBGRADE TO DEPTH OF 6" BELOW GRADE AND SPREAD

GRUBBED MATERIAL TO EXISTING CONTOURS TO PROMOTE

VEGETATION GROWTH, BLM TO RESEED.

4. REMOVE AND RETAIN EXISTING PICNIC TABLE AND/OR FIRE RINGS.

5. REMOVE EXISTING VAULT TOILET AND RETAIN FOR RELOCATION.

6. REMOVE AND DISPOSE OF EXISTING VAULT TOILET.

7. RETAIN EXISTING MOUNTAIN BIKING TRAIL.

8. REMOVE EXISTING KIOSK AND RETAIN FOR BLM.

9. REMOVE EXISTING FEE TUBE AND RETAIN FOR RELOCATION.

10. REMOVE EXISTING KIOSK, TRAILHEAD ENTRANCE SIGN AND

BENCH AND RETAIN FOR RELOCATION.

11. REHABILITATE AREA BY SCARIFYING GROUND TO A DEPTH OF 6"

BELOW GRADE TO PROMOTE VEGETATION GROWTH, BLM TO

RESEED.

100' 0 100'

50'

SHEET QUANTITIES

FENCE REMOVAL ~966 LF

GRAVEL AREA

REHABILITATION

~1,906 SY

TABLE REMOVAL 18

FIRE RING REMOVAL 12

VAULT TOILET REMOVAL 2

AREA REHABILITATION ~790 SY

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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EXISTING/DEMO SITE PLAN FOR CAMPGROUND

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THREE PEAKS SRMA REDEVELOPMENT

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NORTH WIND IDAHO FALLS

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NEW CXT DOUBLE

VAULT RESTROOM

EXISTING DOUBLE

VAULT RESTROOM

NEW LOCATION

1. PROVIDE AND INSTALL NEW POST AND RAIL FENCE, PER DETAIL 18/C503.

2. REGRADE ROADWAY AREAS WITH CENTER CROWN, PER DETAIL 1/C501.

3. RETAIN EXISTING PAVILION.

4. INSTALL NEW 12'X40' PAVILION, PER SHEET C505.

5. MOUNTAIN BIKING TRAILS TO BE RETAINED OR ESTABLISHED BY BLM.

6. MULTI-PERSON HAMMOCK LOUNGE FEATURE, BY OTHERS.

7. PROVIDE AND/OR INSTALL BOULDERS AS SHOWN, SEE NOTE 1 BELOW.

SITE IMPROVEMENT KEY NOTES:

LEAVE 5' GAP IN FENCE

AT BIKE TRAIL

CONNECTS TO TWILIGHT

ZONE MOUNTAIN BIKE TRAIL

EXIT ONLY SIGN

DO NOT ENTER (2)

ENTRANCE KIOSK

PAY STATION

EXIT ONLY SIGN

DO NOT ENTER (2)

CAMPSITE - 3

CAMPSITE - 4

CAMPSITE - 5

CAMPSITE - 6

CAMPSITE - 7

CAMPSITE - 9

CAMPSITE - 8

CAMPSITE - 12

CAMPSITE - 11

CAMPSITE - 10

CONNECT TO ROCKY

PEAK TRAIL

100' 0 100'

50'

REG

RADE

EXISTING

R E

G R

A D

E X

I S

T I N

TRAIL HEAD

PARKING

GROUP

SITE 1

GROUP

SITE 2

SITE IMPROVEMENT NOTES:

1. RETAIN BOULDERS FOUND DURING EXCAVATION AND REUSE TO

BLOCK/RETAIN TRAFFIC TO DESIGNATED AREAS.

20'

SHEET QUANTITIES

ACCESS ROAD REGRADING *

~76,680 SY

POST AND RAIL FENCE *

~2,118 LF

BOULDERS ~52

* EXCLUDES GROUP SITE AREA QUANTITIES.

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

AutoCAD SHX Text

APPROVED BY:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:6/7/2021 5:02 PM PLOTTED BY:Alfredo Rico 6/7/2021 5:02 PM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\100 Three Peaks SRMA\2.0 Drawings\2.1 Dwg\2.1.2 Current\C-102-C110

AutoCAD SHX Text

CAMPGROUND OVERALL SITE IMPROVEMENTS

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C102

1. PROVIDE DRAINAGE SWALE PER DETAIL 4/C501.

2. DEVELOP ROADSIDE DITCH, PER DETAIL 4/C501.

3. PROVIDE 18" HDPE CULVERT, PER DETAIL 14/C502.

4. PROVIDE 30" HDPE CULVERT, PER DETAIL 14/C502.

5. PROVIDE ROADSIDE LOW CHANNEL CROSSING, PER DETAIL 13/C502.

6. EXISTING DITCH TO BE RESHAPED/GRADED AS NEEDED BY BLM.

SITE IMPROVEMENT KEY NOTES:

100' 0 100'

50'

SHEET QUANTITIES

NEW DITCH ~1050 LF

DRAINAGE CHANNEL REWORK ~100 LF

18" CULVERT ~160 LF

30" CULVERT ~53 LF

LOW CHANNEL CROSSING 360 SF

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

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DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND OVERALL DRAINAGE PLAN

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C103

1. PROVIDE IMPROVED GRAVEL SURFACE FOR ROADWAY

IMPROVEMENTS, PER DETAIL 1/C501.

2. PROVIDE VEHICLE PULLOUT AREAS FOR KIOSK PAY AREA AND

VAULT RESTROOM PER DETAIL 2/C501.

3. INSTALL KIOSK (GFM) AND PAY STATION (RELOCATED), PER

SHEET C504.

4. MULTI-PERSON HAMMOCK LOUNGE FEATURE, SHOWN FOR

CLARITY TO BE PROVIDED/INSTALLED BY GOVERNMENT.

5. PROVIDE AND INSTALL NEW 12'X40' PREMANUFACTURED

PAVILION TO MATCH EXISTING, PER SHEET C505.

6. PROVIDE AND INSTALL RAIL TIE BORDER AROUND PROPOSED

CAMPING AREAS PER DETAIL, 6/C501.

7. PROVIDE AND INSTALL EXIT ONLY SIGNS, PER DETAIL 30/C506.

8. PROVIDE AND INSTALL POST AND RAIL FENCE, PER DETAIL

18/C503.

9. INSTALL FIRE RING (GFM), INSTALL PER MANUFACTURERS

RECOMMENDATIONS.

10. INSTALL DOUBLE CXT VAULT TOILET RESTROOM (GFM) PER

SPECIFICATIONS AND MANUFACTURES RECOMMENDATION.

11. INSTALL STEP RAILROAD TIE STAIRS, PER DETAIL 9/C501.

12. INSTALL RELOCATED ROCKY PEAK TRAILHEAD ENTRANCE

SIGN.

13. INSTALL RELOCATED ROCKY PEAK TRAIL KIOSK AND BENCH.

14. PROVIDE 5' GAP IN FENCE FOR MOUNTAIN BIKE TRAIL. LOCATE

AS DIRECTED BY CO.

15. INSTALL GROUP SITES BY RESERVATION ONLY NOT AN EXIT

SIGN, PER DETAIL 31/C506.

16. INSTALL GROUP SITE 1 AND 2 DIRECTIONAL SIGN, PER DETAIL

32/C506.

17. PROVIDE CONCRETE SIDEWALK TO MATCH EXISTING

SIDEWALK OR PROPOSED IMPROVEMENTS AND TIE INTO

PROPOSED RAIL TIE BORDER.

18. PROVIDE IMPROVED GRAVEL SURFACE FOR CAMPSITE

PARKING, PER DETAIL 3/C501.

SITE IMPROVEMENT KEY NOTES:

TRAIL HEAD

PARKING

GROUP

SITE 1

GROUP

SITE 2

20'

50'

35'-6"

EXISTING FENCE

TO REMAIN

EXISTING FENCE TO

REMAIN

R5'

CONNECTION TO ROCKY

PEAK TRAIL BY BLM

5'20'

40' 0 40'

CONNECTION TO TWILIGHT

ZONE TRAIL BY BLM

SHEET QUANTITIES

SIDEWALK IMPROVEMENTS ~20 SY

ROAD REGRADING (GROUP SITES ONLY) ~2,758 SY

SITE PARKING IMPROVEMENT

~3,752 SY

RR TIE BORDER ~690 LF

RR TIE STEPS * ~106 LF

POST AND RAIL FENCE ~800 LF

* MULTIPLY LENGTH OF STEPS BY 4 TO GET TOTAL

LENGTH OF RR TIES REQUIRED.

30'

SEE SHEET C108

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CHK'D BY:

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DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND GROUP SITE LAYOUT

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C104

123124

POINT TABLE

POINT #

NORTHING

10244918.65

10244905.83

10244897.67

10244854.80

10244863.15

10244903.70

10244891.51

10244899.95

10244896.92

10244866.52

10244857.05

10244882.86

10244868.83

10244873.38

10244777.74

10244732.02

10244853.98

10244880.16

10244842.34

10244839.25

10244836.61

10244779.89

10244758.63

10244758.49

10244709.59

10244768.27

10244762.88

10244751.00

10244765.86

10244772.94

10244811.82

10244813.26

10244830.17

10244828.43

10244827.73

EASTING

1152730.20

1152770.68

1152748.99

1152720.09

1152707.64

1152734.97

1152723.36

1152710.84

1152696.73

1152676.23

1152690.35

1152687.19

1152708.10

1152701.30

1152487.22

1152445.78

1152465.26

1152467.97

1152427.34

1152457.30

1152459.16

1152459.85

1152445.58

1152412.46

1152445.87

1152470.11

1152478.96

1152494.86

1152503.11

1152495.88

1152503.23

1152517.21

1152515.46

1152498.55

1152480.19

EXISTING

ELEVATION

5972.30'

5968.87'

5969.66'

5968.45'

5969.45'

5970.89'

5970.21'

5971.80'

5972.70'

5971.99'

5970.41'

5972.08'

5969.46'

5970.47'

5973.90'

5980.49'

5981.72'

5984.12'

5982.74'

5980.81'

5980.44'

5976.10'

5974.92'

5976.15'

5969.76'

5974.37'

5973.21'

5971.47'

5972.22'

5972.91'

5975.31'

5974.56'

5976.24'

5977.14'

5978.25'

PROPOSED

ELEVATION

5971.30

5967.87

5970.04

5970.49

5971.50

5972.10

5972.50

5971.50

5971.83

5975.00

5971.32

5980.96

5984.12

5982.74

5979.33

5979.13

5975.15

5973.03

5976.15

5969.76

5975.00

5974.00

5975.00

5977.25

5977.62

DESCRIPTION

TOS

POINT TABLE

POINT #

NORTHING

10244608.51

10244587.04

10244610.88

10244643.04

10244663.08

10244654.00

10244668.38

10244677.45

10244683.82

10244673.63

10244648.65

10244650.85

10244611.71

10244498.93

10244460.14

10244489.14

10244514.82

10244527.76

10244535.95

10244542.80

10244550.47

10244550.80

10244548.09

10244560.67

10244549.23

10244536.65

10244519.88

10244498.34

10244525.92

10244534.68

EASTING

1152532.30

1152565.58

1152563.32

1152582.92

1152603.63

1152618.01

1152627.08

1152612.70

1152602.62

1152588.93

1152573.71

1152570.11

1152546.26

1152685.88

1152724.97

1152725.60

1152753.84

1152741.81

1152750.78

1152750.92

1152743.95

1152736.88

1152729.94

1152718.50

1152705.93

1152717.36

1152732.62

1152713.42

1152743.75

1152719.16

EXISTING

ELEVATION

5956.51'

5952.57'

5954.70'

5956.36'

5956.71'

5955.60'

5956.19'

5957.34'

5958.18'

5958.07'

5957.30'

5957.65'

5955.89'

5940.40'

5935.86'

5937.90'

5938.54'

5940.08'

5940.53'

5941.27'

5942.34'

5942.61'

5942.56'

5944.31'

5943.51'

5941.90'

5939.86'

5939.00'

5939.84'

5941.66'

PROPOSED

ELEVATION

5956.51

5952.57

5956.26

5957.20

5957.04

5957.52

5957.65

5956.36

5940.40

5935.86

5939.74

5939.54

5940.99

5941.00

5941.24

5941.50

5942.49

5942.50

5942.49

5941.00

5940.19

5940.00

5941.50

DESCRIPTION

TOS

BOS

1. INSTALL FIRE PIT (GFM), TABLE (GFM) AND 17' X 17' TENT PAD AS SHOWN FOR EACH

CAMPSITE, PER DETAIL 7/C501.

2. INSTALL CAMPSITE PARKING GRAVEL SECTION AS SHOWN, PER DETAIL 3/C501.

3. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, PER DETAIL 5/C501.

4. INSTALL DRAINAGE SWALE, PER DETAIL 4/C501.

5. INSTALL DRAINAGE BERM, PER DETAIL 12/C502.

6. INSTALL STEP RAILROAD TIE STAIRS, PER DETAIL 9/C501.

SITE IMPROVEMENT KEY NOTES FOR CAMPSITES 3-6:

CAMP SITE - 31

C105

CAMP SITE - 42

C105

CAMP SITE - 53

C105

CAMP SITE - 64

C105

R20'

5'20'

40' 0 40'

SHEET QUANTITIES

SITE PARKING IMPROVEMENT ~630 SY

SITE GRAVEL AREA ~507 SY

RR TIE STEPS * ~98 LF

DRAINAGE BERM GRADING ~200 LF

* MULTIPLY LENGTH OF STEPS BY 4 TO GET TOTAL

LENGTH OF RR TIES REQUIRED.

R20'

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND SITE PLAN - CAMPSITES 3-6

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C105

-4.7%

POINT TABLE

POINT #

NORTHING

10244414.54

10244387.90

10244341.16

10244316.32

10244335.29

10244348.41

10244439.63

10244385.94

10244422.12

10244434.91

10244413.49

10244404.44

10244453.18

10244456.83

10244471.52

10244462.97

10244444.63

10244454.52

10244406.96

10244405.30

10244388.39

10244389.02

10244405.93

10244388.08

10244202.81

10244182.32

EASTING

1152774.11

1152809.70

1152876.56

1152914.51

1152905.59

1152891.97

1152876.46

1152896.20

1152839.35

1152831.52

1152796.53

1152810.47

1152884.35

1152883.39

1152891.94

1152906.63

1152899.04

1152901.71

1152934.59

1152944.51

1152946.27

1152926.44

1152924.68

1152911.43

1153072.47

1153134.70

EXISTING

ELEVATION

5930.10'

5927.13'

5921.47'

5919.15'

5920.24'

5921.52'

5929.27'

5924.48'

5928.93'

5930.27'

5929.54'

5928.48'

5930.00'

5930.26'

5931.06'

5930.00'

5929.03'

5929.61'

5925.10'

5924.90'

5923.93'

5924.01'

5925.39'

5924.18'

5907.71'

5905.56'

PROPOSED

ELEVATION

5930.10

5927.13

5921.47

5919.15

5920.24

5922.49

5928.40

5925.25

5928.50

5929.00

5929.54

5927.60

5929.00

5930.00

5929.00

5930.00

5927.00

5926.00

5926.20

5927.00

5926.00

5907.71

5905.56

DESCRIPTION

TOS

BOS

TOS

BOS

TOS

POINT TABLE

POINT #

NORTHING

10244195.02

10244208.91

10244257.12

10244253.11

10244268.35

10244278.77

10244288.47

10244298.90

10244293.43

10244305.94

10244277.16

10244274.48

10244249.09

10244280.28

10244308.78

10244321.78

10244337.03

10244344.54

10244338.22

10244336.93

10244344.33

10244336.44

10244320.26

10244328.14

10244306.65

EASTING

1153111.72

1153098.30

1153110.77

1153126.26

1153134.22

1153122.08

1153151.50

1153139.36

1153204.02

1153214.00

1153250.09

1153227.78

1153224.60

1153271.73

1153210.08

1153217.16

1153224.66

1153209.41

1153206.30

1153150.91

1153144.02

1153128.96

1153140.45

1153155.51

1153147.57

EXISTING

ELEVATION

5906.70'

5907.79'

5910.15'

5909.48'

5910.04'

5910.97'

5910.75'

5911.82'

5909.05'

5909.24'

5906.44'

5907.07'

5905.86'

5905.74'

5909.52'

5909.79'

5910.24'

5911.26'

5911.07'

5913.40'

5914.09'

5914.37'

5912.83'

5912.74'

5911.87'

PROPOSED

ELEVATION

5906.73

5907.79

5910.15

5909.48

5910.04

5910.97

5912.00

5912.50

5909.85

5906.44

5907.07

5905.86

5905.74

5910.00

5910.50

5913.25

5914.25

5913.25

5912.14

DESCRIPTION

BOS

1. INSTALL FIRE PIT (GFM), TABLE (GFM) AND 17' X 17' TENT PAD AS SHOWN FOR EACH

CAMPSITE, PER DETAILS 7/C501.

2. INSTALL CAMPSITE PARKING GRAVEL SECTION AS SHOWN, PER DETAIL 3/C501.

3. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, PER DETAIL 5/C501.

4. INSTALL DRAINAGE SWALE, PER DETAIL 7/C501.

5. INSTALL DRAINAGE BERM, PER DETAIL 12/C502.

6. INSTALL STEP RAILROAD TIE STAIRS, PER DETAIL 9/C501.

SITE IMPROVEMENT KEY NOTES FOR CAMPSITES 7-8:

CAMP SITE - 71

C106

CAMP SITE - 82

C106

5'20'

40' 0 40'

SHEET QUANTITIES

SITE PARKING IMPROVEMENT ~868 SY

SITE GRAVEL AREA ~489 SY

RR TIE STEPS * ~52 LF

DRAINAGE BERM GRADING ~115 LF

* MULTIPLY LENGTH OF STEPS BY 4 TO GET TOTAL

LENGTH OF RR TIES REQUIRED.

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

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DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND SITE PLAN - CAMPSITES 7-8

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C106

-4 .0

POINT TABLE

POINT #

NORTHING

10244430.99

10244410.25

10244416.89

10244361.54

10244394.63

10244413.32

10244440.87

10244446.36

10244442.69

10244452.00

10244436.89

10244427.88

10244696.78

10244713.01

10244690.59

10244639.12

10244636.28

10244689.41

10244665.95

10244668.88

10244660.58

10244664.41

10244647.73

10244644.42

10244794.07

10244771.52

10244759.97

10244723.07

EASTING

1153260.20

1153299.25

1153313.70

1153301.23

1153286.04

1153250.82

1153258.84

1153239.93

1153238.78

1153220.67

1153212.88

1153230.40

1153340.03

1153299.23

1153311.47

1153301.43

1153316.16

1153326.52

1153306.66

1153291.70

1153279.89

1153260.59

1153257.29

1153273.96

1153086.67

1153142.30

1153116.05

1153102.30

EXISTING

ELEVATION

5914.41'

5911.62'

5911.37'

5908.78'

5911.41'

5914.05'

5914.89'

5915.96'

5915.83'

5917.07'

5916.69'

5915.55'

5924.43'

5927.86'

5926.16'

5923.42'

5922.54'

5925.48'

5924.92'

5925.67'

5925.72'

5926.74'

5926.14'

5925.11'

5942.28'

5938.45'

5938.73'

5937.49'

PROPOSED

ELEVATION

5913.99

5912.14

5911.37

5908.78

5912.30

5913.99

5915.23

5916.00

5915.97

5917.00

5916.00

5924.43

5927.86

5926.16

5924.86

5924.49

5925.57

5925.54

5925.61

5926.00

5927.00

5942.28

5938.45

5939.37

5938.39

DESCRIPTION

BOS

TOS

BOS

TOS

POINT TABLE

POINT #

NORTHING

10244730.60

10244768.55

10244756.21

10244762.24

10244756.36

10244763.17

10244747.26

10244740.33

10244789.03

10244795.33

10244836.61

10244853.17

10244855.05

10244859.21

10244877.52

10244871.06

10244844.21

10244837.01

10244830.80

10244830.55

10244813.96

10244810.25

10244812.27

10244810.21

10244812.20

10244809.72

EASTING

1153083.81

1153097.90

1153093.30

1153077.16

1153063.58

1153045.13

1153039.13

1153057.54

1152896.74

1152915.72

1152902.80

1152904.92

1152906.09

1152917.84

1152864.77

1152871.05

1152879.46

1152873.68

1152853.84

1152842.73

1152839.02

1152855.61

1152858.80

1152875.10

1152881.45

1152890.26

EXISTING

ELEVATION

5938.69'

5940.12'

5939.45'

5940.63'

5941.16'

5942.72'

5942.21'

5940.64'

5953.67'

5953.12'

5956.54'

5957.18'

5956.33'

5961.27'

5960.55'

5958.32'

5958.13'

5958.51'

5958.96'

5957.99'

5957.20'

5957.21'

5956.24'

5956.04'

5955.42'

PROPOSED

ELEVATION

5938.99

5939.97

5938.99

5940.57

5941.00

5942.00

5941.00

5955.84

5957.04

5957.68

5956.33

5961.27

5960.55

5957.49

5958.49

5958.00

5959.00

5958.00

5957.58

5957.42

5956.22

DESCRIPTION

BOS

1. INSTALL FIRE PIT (GFM), TABLE (GFM) AND 17' X 17' TENT PAD AS SHOWN FOR EACH

CAMPSITE, PER DETAILS 7/C501.

2. INSTALL CAMPSITE PARKING GRAVEL SECTION AS SHOWN, PER DETAIL 3/C501.

3. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, PER DETAIL 5/C501.

4. INSTALL DRAINAGE SWALE, PER DETAIL 4/C501.

5. INSTALL DRAINAGE BERM, PER DETAIL 12/C502.

6. INSTALL STEP RAILROAD TIE STAIRS, PER DETAIL 9/C501.

SITE IMPROVEMENT KEY NOTES FOR CAMPSITES 9-12:

CAMP SITE - 113

C107

CAMP SITE - 124

C107

CAMP SITE - 91

C107

CAMP SITE - 102

C107

5'20'

40' 0 40'

SHEET QUANTITIES

SITE PARKING IMPROVEMENT ~632 SY

SITE GRAVEL AREA ~415 SY

RR TIE STEPS * ~158 LF

DRAINAGE BERM GRADING ~45 LF

* MULTIPLY LENGTH OF STEPS BY 4 TO GET TOTAL

LENGTH OF RR TIES REQUIRED.

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:6/7/2021 5:03 PM PLOTTED BY:Alfredo Rico 6/7/2021 5:03 PM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\100 Three Peaks SRMA\2.0 Drawings\2.1 Dwg\2.1.2 Current\C-102-C110

AutoCAD SHX Text

CAMPGROUND SITE PLAN - CAMPSITES 9-12

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C107

POINT TABLE

POINT #

NORTHING

10245163.17

10245132.06

10245144.67

10245150.36

10245164.14

10245163.63

10244839.59

10244852.84

10244859.46

10244877.56

10244876.72

10244875.05

10244871.19

10244873.00

10244892.63

10244901.13

10244885.29

10244879.13

10244264.45

10244266.86

10244332.15

10244342.39

10244327.62

10244319.24

10244329.70

EASTING

1153099.03

1153184.82

1153169.81

1153164.32

1153131.56

1153122.77

1153019.85

1153007.83

1153001.82

1152955.21

1152946.31

1152928.50

1152971.61

1152966.95

1152979.94

1152958.03

1152951.88

1152967.72

1153011.00

1153006.48

1153029.58

1153011.35

1153003.11

1153017.85

1153023.72

EXISTING

ELEVATION

5964.59

5957.50

5959.63

5960.40

5963.23

5963.49

5948.72

5950.07

5950.98

5955.32

5955.64

5956.03

5954.00

5954.10

5955.92

5956.40

5956.54

5954.80

5913.13

5913.23

5918.46

5918.50

5918.46

PROPOSED

ELEVATION

5964.59

5957.50

5959.63

5960.40

5963.23

5963.49

5948.72

5950.07

5950.98

5955.32

5955.64

5956.03

5953.88

5954.29

5955.50

5955.60

5912.94

5913.23

5917.38

5918.45

5917.40

DESCRIPTION

1. INSTALL CAMPSITE PARKING ROADWAY IMPROVEMENTS GRAVEL SECTION AS SHOWN, PER DETAIL 1/C501.

2. PROVIDE 5' CONCRETE SIDEWALK TO AND IN FRONT OF RESTROOMS, PER DETAIL 15/C502.

3. DOUBLE VAULT RESTROOM NEW LOCATION.

4. EXTEND TRAIL TO RESTROOM, PER DETAIL 3/C501.

5. INSTALL DRAINAGE BERM, PER DETAIL 12/C502.

SITE IMPROVEMENT KEY NOTES FOR NEW KIOSK AND RESTROOMS:

ENTRANCE KIOSK PAY STATION1

C108

NEW CXT DOUBLE VAULT RESTROOM2

C108

RELOCATED DOUBLE VAULT RESTROOM3

C108

5'20'

40' 0 40'

SHEET QUANTITIES

SITE PARKING IMPROVEMENT ~110 SY

SIDEWALK IMPROVEMENTS ~23 SY

SITE GRAVEL WALKWAY IMPROVEMENTS ~49 SY

DRAINAGE BERM GRADING ~112 LF

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND SITE PLAN - KIOSK AND RESTROOMS

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C108

303304

-1.8%

-0 .6

-1.5%

-5 .1

GROUP

SITE 1

GROUP

SITE 2

5'20'

40' 0 40'

R 5'

R '-4

1. SEE POINT TABLE ON SHEET C110.

NOTE:

8% MAX

R123'

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND GROUP SITE GRADING

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C109

POINT TABLE

POINT #

NORTHING

10244804.21

10244815.87

10244820.01

10244845.31

10244849.98

10244932.43

10244936.24

10244931.60

10244951.52

10244955.94

10244965.93

10244968.36

10244977.18

10244985.58

10244989.98

10244985.41

10245005.33

10245008.95

10245018.94

10245019.70

10245041.74

10245044.56

10245047.25

10245042.47

10245062.39

10245065.19

10245075.18

10245076.28

10245089.54

10245106.21

10245137.25

10245115.81

10245099.67

10245086.56

10245054.46

EASTING

1153110.97

1153136.94

1153138.49

1153127.80

1153115.55

1153060.58

1153057.43

1153006.11

1153004.31

1153053.18

1153052.32

1153079.59

1153094.45

1153099.49

1153096.58

1153046.03

1153044.22

1153084.24

1153083.35

1153091.86

1153111.56

1153111.28

1153108.02

1153055.18

1153053.38

1153084.41

1153083.52

1153095.80

1153112.88

1153118.78

1153105.65

1153165.32

1153136.61

1153131.98

1153130.13

EXISTING

ELEVATION

5941.53'

5941.62'

5941.77'

5944.05'

5945.01'

5952.94'

5953.17'

5954.84'

5956.18'

5954.92'

5955.95'

5954.76'

5954.43'

5954.48'

5954.89'

5957.52'

5959.04'

5957.37'

5957.84'

5957.33'

5957.56'

5957.82'

5958.22'

5960.75'

5962.11'

5960.60'

5961.23'

5960.74'

5960.32'

5960.89'

5963.41'

5958.24'

5959.44'

5959.04'

5957.46'

PROPOSED

ELEVATION

5941.53

5942.32

5942.45

5944.60

5945.52

5953.21

5953.87

5954.90

5955.30

5954.32

5954.82

5955.37

5955.98

5956.31

5956.53

5957.55

5957.95

5957.15

5957.35

5958.82

5959.00

5960.22

5961.02

5961.22

5960.75

5960.95

5960.75

5960.35

5960.95

5963.41

5958.24

5959.50

5959.36

5959.25

DESCRIPTION

BOS

POINT TABLE

POINT #

NORTHING

10244941.02

10244909.42

10244866.35

10244863.30

10244893.89

10244911.38

10244915.27

10244910.73

10244930.64

10244934.10

10244944.09

10244944.85

10244962.03

10244965.41

10244960.87

10244980.79

10244984.19

10244994.23

10244995.41

10245000.23

10245006.72

10245019.15

10245037.82

10245077.39

10245092.25

10245094.15

10245101.82

10245108.98

10245091.06

10245067.20

10245052.96

10245047.90

10245026.66

10245009.87

10244883.48

EASTING

1153088.87

1153079.25

1153128.05

1153143.20

1153195.00

1153200.51

1153197.38

1153147.09

1153145.29

1153183.49

1153182.59

1153191.12

1153216.20

1153212.96

1153162.66

1153160.86

1153199.06

1153198.17

1153211.47

1153225.29

1153226.98

1153220.50

1153218.72

1153230.47

1153242.53

1153246.04

1153247.44

1153237.04

1153288.04

1153269.70

1153262.65

1153260.94

1153256.80

1153252.53

1153212.69

EXISTING

ELEVATION

5952.38'

5950.83'

5945.13'

5944.22'

5943.54'

5944.51'

5944.92'

5947.58'

5948.59'

5946.57'

5947.37'

5946.93'

5946.90'

5947.17'

5949.28'

5950.60'

5949.03'

5949.39'

5948.81'

5948.31'

5948.56'

5949.54'

5950.15'

5950.69'

5950.68'

5950.87'

5951.83'

5948.42'

5947.94'

5947.86'

5947.76'

5947.37'

5947.46'

5941.30'

PROPOSED

ELEVATION

5953.50

5951.41

5945.96

5944.25

5943.66

5944.76

5945.00

5946.80

5947.20

5946.32

5946.40

5946.41

5947.40

5947.50

5949.80

5950.20

5949.40

5948.50

5948.71

5949.37

5950.87

5951.27

5951.50

5951.22

5951.31

5951.53

5951.83

5948.42

5950.10

5950.33

5950.27

5949.87

5949.12

5942.50

DESCRIPTION

BOS

POINT TABLE

POINT #

NORTHING

10244862.02

10244858.56

10244845.00

10244832.70

10244804.33

10244779.12

10245062.39

10245069.80

10245065.01

10245022.83

10245018.27

10245060.45

10245057.60

10245075.33

10245051.73

10245023.13

10244964.32

10244914.19

EASTING

1153196.42

1153191.12

1153179.83

1153175.24

1153164.65

1153175.15

1153226.02

1153201.10

1153199.67

1153187.14

1153202.48

1153215.01

1153224.59

1153251.41

1153241.31

1153235.52

1153200.86

1153185.43

EXISTING

ELEVATION

5941.53'

5941.56'

5941.26'

5940.72'

5939.87'

5937.06'

5950.51'

5953.30'

5953.21'

5952.33'

5950.80'

5951.43'

5950.51'

5949.25'

5948.84'

5948.53'

5947.68'

5945.07'

PROPOSED

ELEVATION

5941.55

5941.60

5941.75

5941.24

5939.95

5937.06

5951.67

5952.40

5952.50

5951.67

5951.10

5951.27

5950.87

5949.00

5946.00

DESCRIPTION

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

CAMPGROUND GROUP SITE GRADING

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C110

POINT TABLE

POINT #

NORTHING

10246462.81

10246446.93

10246442.42

10246451.77

10246447.90

10246443.85

10246438.43

10246424.10

10246422.20

10246413.41

10246415.46

10246424.41

10246426.23

10246433.73

10246439.16

10246451.28

10246455.07

10246508.39

10246512.90

10246531.33

10246545.14

10246462.23

EASTING

1156031.74

1156059.65

1156063.61

1156074.27

1156077.82

1156076.84

1156061.91

1156055.99

1156056.94

1156061.09

1156065.48

1156061.36

1156060.51

1156063.62

1156078.54

1156081.51

1156078.02

1156138.76

1156134.80

1156118.62

1156119.21

1156046.22

EXISTING

ELEVATION

5837.09

5836.25

5835.85

5835.94

5835.56

5835.44

5835.69

5835.13

5835.02

5834.54

5834.49

5834.96

5835.05

5835.36

5835.09

5835.43

5835.81

5835.42

5835.98

5837.86

5838.57

5836.97

PROPOSED

ELEVATION

5837.09

5836.75

5836.35

5836.33

5836.06

5835.94

5836.00

5835.25

5835.02

5834.54

5834.49

5834.96

5835.17

5835.75

5835.59

5835.93

5836.31

5835.92

5836.48

5838.11

5838.57

5837.22

DESCRIPTION

1. INSTALL FENCE, PER DETAIL 18/C503. INSTALL FENCE IN 15' LENGTHS ALTERNATING WITH

5' OPENINGS.

2. INSTALL GRAVEL PARKING, PER DETAIL 2/C501.

3. INSTALL GRAVEL WALKWAY. PER DETAIL 5/C501.

SITE IMPROVEMENT KEY NOTES FOR DISC GOLF PARKING AREA:

EXISTING

HOLE #9 GOAL

EXISTING HOLE #1

TEE PAD

EXISTING COURSE

MAP SIGN

MATCH LINE ALONG ROAD

TO BE FIELD FIT

10'

20'020'

R '-6

SHEET QUANTITIES

SITE PARKING IMPROVEMENT ~336 SY

GRAVEL PATHWAYS ~93 SY

POST AND RAIL FENCE ~105 LF

AutoCAD SHX Text

CHK'D BY:

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DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SITE PLAN - DISC GOLF PARKING AREA

AutoCAD SHX Text

THREE PEAKS SRMA REDEVELOPMENT

AutoCAD SHX Text

COLOR COUNTRY DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 30130-100

AutoCAD SHX Text

NORTH WIND IDAHO FALLS

AutoCAD SHX Text

AutoCAD SHX Text 03/10/2021

AutoCAD SHX Text

AutoCAD SHX Text C111

MOUNTAIN BIKE

PARKING AREA

40' 20'

60'060'

MTN BIKE PARKING AREA RESTROOM RELOCATION:

1. REMOVE AND RETAIN EXISTING SINGLE VAULT RESTROOM. REMOVE AND

DISPOSE OF EXISTING CONCRETE WALKWAYS.

2. REMOVE EXISTING CONCRETE SLAB, RETAIN BIKE REPAIR STATION.

3. RETAIN EXISTING GAZEBO STRUCTURE.

4. REPAIR/PROVIDE FENCE TO FILL GAP, SIMILAR TO EXISTING OR PER DETAIL

18/C503 AS PER THE CO.

5. REINSTALL EXISTING SINGLE VAULT RESTROOM PER MANUFACTURERS

RECOMMENDATIONS.

6. PROVIDE CONCRETE SLAB AND WALKWAY, PER DETAIL 15/C502.

7. INSTALL RETAINED BIKE REPAIR STATION, LOCATION ON SLAB, PER CO.

SITE IMPROVEMENT KEY NOTES FOR

SCALE: NTS

RELOCATED RESTOOM AREA1

C110

SHEET QUANTITIES

CONCRETE SLAB/WALKWAY

~32 SY

POST AND RAIL FENCE

~22 LF

SITE IMPROVEMENT NOTES:

1. FINISH GRADE OF SLAB AND VAULT TOILET WILL BE PER CO.

2. PROVIDE EXPANSION JOINTS BETWEEN CONCRETE WALKWAY/SLABS

AND VAULT TOILET.

AutoCAD…

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File details come from the government source that posted it. Updated Jul 22, 2021.