Attachment 3 - Drawings.pdf

PDF 9 MB Posted Apr 30, 2021

Attached to: Simpson Springs Campground Redevelopment Federal contract opportunity
Solicitation number: 140L5721Q0024
Issued by: Department of the Interior Bureau of Land Management Utah Region

View the file

Other files for this federal contract opportunity

Other files attached to Simpson Springs Campground Redevelopment, newest first.
File	Type	Posted
Sol_140L5721Q0024_Amd_0002.pdf	PDF	May 28, 2021
140L5721Q0024 Amendment 01 Site Visit Notes and Questions_0001.pdf	PDF	May 17, 2021
Sol_140L5721Q0024_Amd_0001.pdf	PDF	May 17, 2021
Attachment 2 - Specifications.pdf	PDF	Apr 30, 2021
Attachment 1 - Directions Map.pdf	PDF	Apr 30, 2021
Sol_140L5721Q0024.pdf	PDF	Apr 30, 2021
Attachment 4 - Wage Determination UT20210086 UT20210097.pdf	PDF	Apr 30, 2021

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SIMPSON SPRINGS CAMPGROUND

REDEVELOPMENT

INDEX OF DRAWINGS

PROJECT LOCATION SITE ACCESS

DESIGNERS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

PROJECT VICINITY

PROJECT

LOCATION

PROJECT SITE

GENERAL

G001 COVER SHEET

CIVIL

C001 CIVIL NOTES

C101 DEMOLITION PLAN

C102 OVERALL SITE PLAN

C103 SITE PLAN: GROUP AND EQUINE AREAS

C104 SITE PLAN: CAMPSITES 1-12

C105 SITE PLAN: CAMPSITES 13-23

C106 GRADING PLAN: GROUP AND EQUINE AREAS

C107 GRADING PLAN: CAMPSITES 1-12

C108 GRADING PLAN: CAMPSITES 13-23

C109 GRADING POINT TABLE

C501 CIVIL DETAILS

C502 CIVIL DETAILS

C503 CIVIL DETAILS

STRUCTURAL

S101 PAVILION STRUCTURE

S102 ENTRY KIOSK STRUCTURE

S103 FEE KIOSK STRUCTURE

S501 DETAILS

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N

TGENERAL NOTES

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE GOVERNMENT PRIOR TO START

OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF

TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.

3. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACT OFFICER. UNTIMELY NOTIFICATION SHALL NULLIFY ANY CONTRACTOR'S CLAIM FOR ADDITIONAL COMPENSATION.

4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND OR OVERHEAD UTILITIES. CALL DIG-LINE 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 GOVERNMENT OF ANY POTENTIAL CONFLICTS.

5. CONTRACTORS SHALL NOTIFY THE GOVERNMENT 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.

6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE GOVERNMENT, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON

THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS.

7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE

BASE; (C) PLACING OF CONCRETE.

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

CONSTRUCTION.

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

10. 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.

11. SITE SHALL BE CLEANED AND RESTORED TO ORIGNAL OR BETTER CONDITION UPON COMPLETION OF WORK.

12. THE CONTRACTOR SHALL REPAVE TO EXISTING GRADE ANY EXISTING PAVED STREETS DISTURBED DURING CONSTRUCTION.

13. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO

COMMENCEMENT OF WORK. NOTIFY THE GOVERNMENT OF ANY CONFLICTS.

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 DEVIATIONS FROM CIVIL OR STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE GOVERNMENT.

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

EROSION AND SEDIMENT 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 GOVERNMENT. 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 GOVERNEMTN 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 CONDITINO 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 MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED SPOT ELEVATION

EXISTING HYDRANT

PROPOSED HYDRANT

EXISTING SIGN

PROPOSED TABLE

PROPOSED FIRE PIT

LANDSCAPE BOULDERS

CAMPSITE SIGN

EXISTING 18" STORM DRAIN

PROPOSED STORM WATER BERM

EXISTING WATER MAIN

PROPOSED WATER MAIN

APPROXIMATE EXTENTS OF DEMOLITION

AND REMOVAL OR ABANDONMENT

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

LOW WATER CROSSING

PROPOSED TENT PAD

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING 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. DESIGN TOPOGRAPHIC SURVEY AND CONTROL POINT INFORMATION USES SITE SPECIFIC COORDINATES BASED ON UTAH STATE PLANE CENTRAL.

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. SERVICING OR REFUELING OF EQUIPMENT WILL NOT BE PERMITTED WITHIN 100 FEET OF STREAM CHANNEL OR SENSITIVE AREAS. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS

ONLY.

3. NO FUEL OR CHEMICAL MATERIALS MAY BE STORED IN OR ADJACENT TO STREAM CHANNELS.

4. TEMPORARY FACILITIES (I.E. PORT-A-POTTIES) SHALL BE LOCATED A MINIMUM OF 100 FEET FROM THE WETTED CHANNEL.

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

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

7. CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT REMOVAL, IF NECESSARY.

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. EXCESSIVE VEHICLE MANEUVERING, INCLUDING HEAVY, MEDIUM AND LIGHT DUTY TRUCK TRAFFIC AND TRAILERS, ON ASPHALTIC CONCRETE IS NOT RECOMMENDED. CARE SHALL BE TAKEN

TO REFRAIN FROM PERFORMING SUCH MANEUVERING, ESPECIALLY WITH HEAVY VEHICLES AND TRAILERS, TO MAXIMUM WEARING SURFACE PERFORMANCE.

4. DIMENSIONS SHOWN FOR GENERAL PRECISION TO ACHIEVE SHAPE AND FUNCTION OF GRAVEL AREAS AND SHOULD BE USED AS APPROXIMATE.

5. ROADS SHALL BE CONSTRUCTED TO MINIMUM WIDTHS AS SHOWN.

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 I OR II 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. ALL REINFORCING BARS SHALL BE PROTECTED WITH A CORROSION-RESISTANT COATING. EPOXY-COATED REBAR SHALL CONFORM TO ASTM A775/A775M OR ZINC-COATED (GALVANIZED)

REBAR SHALL CONFORM TO THE ASTM A767/A767M STANDARDS.

2. 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.

18''SD )

YPOTABLE WATER NOTES

1. ALL MODIFICATIONS TO THE EXISTING DRINKING WATER SUPPLY SYSTEM SHALL BE IN ACCORDANCE WITH THESE PLANS, THE UTAH

ADMINISTRATIVE CODE RULE 309 ENVIRONMENTAL QUALITY, DRINKING WATER, AMERICAN WATER WORKS ASSOCIATION (AWWA), NATIONAL SANITATION FOUNDATION (NSF), INTERNATIONAL PLUMBING CODE AND ALL OTHER LOCAL REQUIREMENTS FROM THE WATER PURVEYOR.

2. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE ESTABLISHED FOR ALL SERVICE CONNECTIONS.

3. INSTALLATION OF HDPE WATER MAIN SHALL BE IN ACCORDANCE WITH UTAH ADMINISTRATIVE CODE R309-550-8.

3.1. ALL NEW WATER MAIN, APPURTENANCES OR LINE REPAIRS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651-05.

3.2. PRESSURE TESTING FOR ALL NEW WATER MAIN AND SERVICE LINES IN ACCORDANCE WITH AWWA C600-10.

3.3. THE SEPARATION OF POTABLE AND NON-POTABLE SOURCES SHALL BE IN ACCORDANCE WITH UTAH ADMINISTRATIVE CODE R309-550-7.

4. WATER MAIN COMPONENT MATERIALS SHALL BE IN ACCORDANCE WITH UTAH ADMINISTRATIVE CODE R309-550-6.

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L.

Thorson Date: 2020.03.11 06:30:48 -05'00'

W W

GROUP AREA

EQUINE AREA

SITE 1

SITE 2

SITE 3

SITE 4

SITE 5

SITE 7

SITE 6

SITE 8

SITE 9

SITE 11

SITE 12

SITE 13

SITE 14

SITE 16

SITE 19SITE 15

SITE 10

SITE 17

SITE 18

SITE 20

SITE 21

SITE 22

SITE 23

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

1. RETAIN AND PROTECT ALL SIGNS, UNLESS OTHERWISE SHOWN.

2. PLACE ROCKS AS SHOWN ON DRAWINGS AND COORDINATE EXCESS ROCK REMOVAL

AND LOCAL DISPOSAL WITH THE GOVERNMENT.

3. ALL EXISTING WATER MAIN TO BE RETAINED AND PROTECTED THROUGHOUT

CONSTRUCTION. CARE SHALL BE TAKEN DURING EXCAVATION TO AVOID DAMAGE TO

POTABLE WATER SYSTEM.

DEMOLITION NOTES:

1. REMOVE AND DISPOSE OF EXISTING CAMPSITE TABLE GRILL PEDESTAL, AND RAIL ROAD

TIE BENCHES.

2. REMOVE ROADWAY GRAVELS INCLUDING DELETERIOUS MATERIAL FOR RE-VEGETATION

PURPOSES AND PLACE TOPSOIL TO MATCH EXISTING GROUND, NEATLY BLENDED.

3. REMOVE EXISTING HYDRANT, VALVE, SIGN AND SALVAGE. REFER TO C102 FOR

RELOCATION.

4. RETAIN AND PROTECT EXISTING WATER VALVE AND VENT.

5. RETAIN AND PROTECT EXISTING HYDRANT, VALVE AND SIGN.

6. RETAIN AND PROTECT EXISTING CULVERT.

7. RETAIN AND PROTECT EXISTING RESTROOM, CONCRETE AND GRAVEL ACCESS.

8. RETAIN AND PROTECT PROJECT CONTROL POINT.

9. REMOVE AND SALVAGE SIGN. FILL VOIDS AND COMPACT.

10. RETAIN AND PROTECT EXISTING SIGN.

11. REMOVE EXISTING 4' SQUARE SIGN AND DISPOSE.

12. REMOVE AND SALVAGE FEE BOX; REFER TO C104 FOR RELOCATION. REMOVE AND

DISPOSE OF CAMPGROUND KIOSK.

13. REMOVE AND SALVAGE ONE WAY SIGN. REFER TO C104 FOR RELOCATION.

14. REMOVE AND DISPOSE OF REGISTER.

DEMOLITION KEY NOTES:

EXISTING

SITE TO BE

RE-VEGETATED

CP 1

E 1281939.47 N 7183834.94

EL 5181.616'

FEE SIGN

CP 2

E 1282004.61 N 7183876.54

EL 5190.302'

HATCH LEGEND

APPROXIMATE EXTENTS OF ROADWAY

DEMOLITION AND REMOVAL OR ABANDONMENT

EXISTING YARD

HYDRANT 1

EXISTING YARD

HYDRANT 2

EXISTING YARD

HYDRANT 3

EXISTING YARD

HYDRANT 4

EXISTING YARD

HYDRANT 5

EXISTING ROAD TO BE

ABANDONED AND

IMPROVED AS SHOWN

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L.

Thorson Date: 2020.03.11 06:31:30 -05'00' jredingt Polygon jredingt Polygon jredingt Polygon jredingt Typewritten Text

CONCRETE TABLES AND FIRE RINGS TO BE SAVED AND REINSTALLED.

jredingt Callout

NOT IN CONTRACT

jredingt Callout

PROJECT AREA

jredingt Callout

NOT IN CONTRACT

W W

NEW GROUP

AREA

NEW EQUINE AREA

SITE 1

SITE 2

SITE 3

SITE 4

SITE 5

SITE 7

SITE 6

SITE 8

SITE 9

SITE 11

SITE 12

SITE 13

SITE 14

SITE 16

SITE 19SITE 15

EXISTING

RESTROOMS

SITE 10

SITE 17

SITE 18

SITE 20

SITE 21

SITE 22

SITE 23

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

EXISTING

RESTROOMS

NEW

RESTROOM

NEW INFORMATION

KIOSK AND FEE TUBE

1. ALL EXISTING ROADS TO REMAIN SHALL BE PROOF ROLLED AND RE-GRADED WITH A

NEW SECTION AND MINIMUM 2% CROWN PER DETAIL 4/C501, UNLESS OTHERWISE

SHOWN.

2. DESIGN TOPOGRAPHIC SURVEY AND CONTROL POINT INFORMATION USES SITE SPECIFIC

COORDINATES BASED ON UTAH STATE PLANE CENTRAL.

3. EXISTING YARD HYDRANTS TO BE IMPROVED WITH NEW SURFACE GRAVEL, 12" DIA

GRAVEL FILLED STAND PIPE, ISOLATION VALVE, WYE SCREEN AND FLOW CONTROL

VALVE. REFER TO SHEETS C103, 104 AND 105 FOR SITE IMPROVEMENTS.

4. THE CONTRACTOR SHALL PROVIDE AND INSTALL A CAMPGROUND SIGN PER DETAIL

16/C502, FOR EACH CAMPSITE. THE FINAL LOCATION OF EACH SIGN SHALL BE

COORDINATED WITH THE GOVERNMENT.

OVERALL SITE PLAN NOTES:

CP 1

E 1281939.47 N 7183834.94

EL 5181.616'

CP 2

E 1282004.61' N 7183876.54'

EL 5190.302'

NEW SHADE

STRUCTURE

EXISTING YARD

HYDRANT 1

RELOCATED

NEW YARD

HYDRANT

VEGETATED

BERM

VEGETATED

BERM

LOW WATER

CROSSING

HATCH LEGEND

EXISTING YARD

HYDRANT 2

EXISTING YARD

HYDRANT 3

EXISTING YARD

HYDRANT 4

EXISTING YARD

HYDRANT 5

RE-VEGETATE

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

LOW WATER CROSSING

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:32:08 -05'00' jredingt Polygon jredingt

PROJECT AREA

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

WIDEN

ROAD

R50.0'

1. INSTALL ±77 LF OF 1.5 INCH DIA HDPE DR 11 POTABLE WATER SUPPLY LINE TO NEW

HYDRANT LOCATION. RE-INSTALL HYDRANT AND SIGN. INSTALL NEW DRAINAGE

STANDPIPE AND GRAVEL PER DETAIL 9/C502. INSTALL NEW ISOLATION VALVE, WYE

STRAINER AND FLOW CONTROL VALVE AND BOX WITH GRAVEL PER DETAIL 14/C502.

2. INSTALL 4' DIA FIRE PIT (GFM) PER MANUFACTURER'S RECOMMENDATION.

3. INSTALL 6' DIA FIRE PIT (GFM) PER MANUFACTURER'S RECOMMENDATION.

4. INSTALL TABLES (GFM) PER MANUFACTURERS RECOMMENDATION, AS SHOWN.

5. INSTALL 12' X 12' SQUARE TENT PADS PER DETAIL 1/C501.

6. INSTALL NEW DOUBLE VAULT CXT RESTROOM.

7. INSTALL ENTRY KIOSK STRUCTURE WITH CONCRETE PAD PER SHEET S102.

8. INSTALL PAVILION STRUCTURE WITH FOUNDATION AND 30' X 42' CONCRETE PAD, REFER

TO STRUCTURAL SHEET S101. CONTRACTOR IS TO PROCURE, COORDINATE AND INSTALL

PRE-MANUFACTURED BUILDING.

9. INSTALL 9.5 SY CONCRETE FOR RESTROOMS PER DETAIL 10/C502.

10. INSTALL CAMPSITE PARKING GRAVEL SECTION AS SHOWN, REFER TO DETAIL 3/C501.

11. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, REFER TO DETAIL 2/C501.

12. RE-ALIGN ROADWAY TO PROVIDE PARALLEL PARKING FOR CAMPSITE ON SOUTH SIDE

OF ROAD, DEVELOP SECTION PER DETAIL 4/C501.

13. CONNECT TO EXISTING HDPE WATER MAIN WITH SERVICE SADDLE AND INSTALL ±48 LF

OF 1.5 INCH DIA HDPE DR11 POTABLE WATER SUPPLY LINE, NEW AWWA APPROVED

FROST FREE HYDRANT, GRAVEL AND DRAINAGE STANDPIPE PER DETAIL 9/C502. INSTALL

NEW ISOLATION VALVE, WYE STRAINER AND FLOW CONTROL VALVE AND BOX WITH

GRAVEL PER DETAIL 14/C502.

14. GRADE DRAINAGE BERM AROUND CAMPSITE AS SHOWN. REFER TO DETAIL 6/C501.

RE-VEGETATE DISTURBED LAND PER GOVERNMENT RECOMMENDATIONS.

15. INSTALL NEW FEE TUBE PER DETAIL 1/S102.

16. INSTALL NEW CAMPSITE SIGN PER DETAIL 16/C502.

17. PLACE ROCKS AS SHOWN ON DRAWING.

SITE IMPROVEMENT KEY NOTES:

815 S.F.

300 S.F.

12' X 25'

450 S.F.

206 S.F.

150 S.F.

2600 S.F.

13,400 S.F.

1,510 S.F.

2,300 S.F.

9,250S.F.

2,800 S.F.

99.1'

R20.0'

R50.0'

R 25.0'

R2 5.

R20.0'

30.0'

31.2'

40.0'

25.2'

80.6'

3:1 MIN

R25.0'R25.0'

R25.0'

3:1 MIN

WIDEN AND RE-ALIGN ROAD TO

NORTH SIDE TO ACCOMMODATE

FOR CAMPSITE PARALLEL PARKING

(SOUTH SIDE)

20'

' A

X. EXISTING ROAD WIDTH ±12'

PROPOSED WIDTH ±8'

80 S.F.

15'

R 15.0'

10.0' 60 .0

12.0'

64.3'

29.5'

10.0'

43.4'

R4' TYP

SEE SHEET C104

SITE 1

17.0'

WIDEN

ROAD

R75.0' 25.0'

79.5'

3.2'

8' A

O X.

HATCH LEGEND

ROADWAY/CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

CONCRETE SLAB

INSTALL 20' X 30 CONCRETE PAD

PER DETAIL10/C502

4.0' TYP

153°

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:32:37 -05'00' jredingt Polygon jredingt Callout

PROJECT AREA

jredingt Text Box

W W

18''SD )

> U

.S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

SITE 1

REFER TO

C105 FOR

CONTINUATION

1. INSTALL 4' DIA FIRE PIT (GFM) AND TABLE (GFM) PER MANUFACTURER'S

RECOMMENDATION. CONSTRUCT 15 ' X 15' TENT PAD AS SHOWN FOR EACH CAMPSITE.

REFER TO DETAIL 1/C501.

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

3. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, REFER TO DETAIL 2/C501.

4. RELOCATE AND INSTALL EXISTING ONE WAY SIGN.

5. RELOCATE AND INSTALL EXISTING FEE TUBE, REFER TO DETAIL 1/S103.

6. INSTALL NEW 4' SQUARE KIOSK AND CONCRETE PAD, REFER TO DETAIL 1/S103 AND

2/S501.

7. CONSTRUCT NEW 16' WIDE GRAVEL ROAD PER DETAIL 4/C501.

8. SCARIFY EXISTING TRAVELED PATH AND REMOVE DELETERIOUS GRAVEL TO PROMOTE

VEGETATION GROWTH. DEVELOP NEW EDGE OF GRAVEL ALONG ROADWAYS WITH

BORROW DITCH PER DETAIL 4/C501. SEED AREA PER GOVERNMENT RECOMMENDATIONS.

9. WIDEN ROAD AS SHOWN. DEVELOP ROADWAY SECTION PER DETAIL 4/C501.

10. IMPROVE EXISTING YARD HYDRANT WITH GRAVEL PAD AND 12" STAND PIPE PER DETAIL

9/C502. INSTALL NEW ISOLATION VALVE, WYE SCREEN, FLOW CONTROL VALVE AND BOX

WITH GRAVEL PER DETAIL 14/C502.

11. INSTALL NEW ONE WAY SIGN PER DETAIL 15/C502.

12. INSTALL NEW CAMPSITE SIGN PER DETAIL 16/C502.

13. INSTALL SIGN PER DETAIL 17/C503.

14. PLACE ROCKS AS SHOWN ON DRAWING.

SITE IMPROVEMENT KEY NOTES FOR CAMPSITES 1-12:

16.0'

R50.0'

R3 2.

R8 .0

R10 .0'

21.2'

15.6'

R10.0' 13.9'

8.0'

18.8'

R 114.8'

R 91.4'

12.0'

8.0'

R10.0' 8.

7.7'

12.0'

6.0'

R10 .0' 26.0'

35.9' 20.0'

12.0'

R 10.0'

41.9'

R10.0'

8.0'

12.8'

21.7'

16.0' 16 .0'

60.7'

.5'

R15.0'

28.2'

35.1'

R10.0' 11.4'

R41.1' 8.0'

R10.0'

21.4'

21.6'

R50.0'

62.6'

22.5'

10'

R10 .0'

18.0'

R40.0'

16.0'

44.0'

16.5' 12.2'

R40.0'

27.9'

10'

8.0' 15.8'

.9'

23.0'

21.0'

35.6'

14.1'

12.9'

15.8'

17.1'

30.5'

13.8'

19.8'

875 S.F.

1,880 S.F.

950 S.F.

960 S.F.

1,300 S.F.

950 S.F.

1,000 S.F.

630 S.F.

1,010 S.F.

800 S.F.

940 S.F.

790 S.F.

1,100 S.F.

1,310 S.F.

695 S.F.

1,000 S.F.

1,540 S.F.

925 S.F.

980 S.F.

1,890 S.F.

980 S.F.

4,200 S.F.

2,300 S.F.

1,050 S.F.

SITE 3

SITE 5

SITE 7

SITE 6

SITE 4

SITE 12

SITE 11

SITE 8

SITE 2

SITE 23

SITES 21 & 22

SEE SHEET C105

SEE SH

EET C

985 S.F.

SITE 9

SITE 10

910 S.F.

45.9'

HATCH LEGEND

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

12 12

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:33:09 -05'00' jredingt Callout

REINSTALL CONCRETE TABLES AND FIRE RINGS TYPICAL OF ALL 12 SITES

jredingt Line jredingt Polygon jredingt Callout

PROJECT AREA

jredingt Typewritten Text

KIOSK TO BE FURNISHED BY GOVERNMENT

W W

18''SD )

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

NEW 16' WIDE ROAD;

REFER TO C-108 FOR

ALIGNMENT

ROUTE

DRAINAGE

AROUND

CAMPSITES

REINFORCE ROAD AS A

LOW WATER CROSSING

REVEGETATE

EXISTING ROAD

6,500SF

SITE 14

SITE 13

SITE 9

SITE 10

SITE 7

SITE 8

SITE 15

SITE 17

SITE 16

SITE 18

SITES 19 & 20

SITES 21 & 22

SITE 23

1. INSTALL 4' DIA FIRE PIT (GFM) AND TABLE (GFM) PER MANUFACTURER'S

RECOMMENDATION. CONSTRUCT 15 ' X 15' TENT PAD AS SHOWN FOR EACH CAMPSITE,

REFER TO DETAIL 1/C501.

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

3. INSTALL CAMPSITE GRAVEL SECTION AS SHOWN, REFER TO DETAIL 2/C501.

4. SCARIFY EXISTING TRAVELED PATH AND REMOVE DELETERIOUS GRAVEL TO PROMOTE

VEGETATION GROWTH. DEVELOP NEW EDGE OF GRAVEL ALONG ROADWAYS WITH

BORROW DITCH PER DETAIL 4/C501. SEED AREA PER GOVERNMENT RECOMMENDATIONS.

5. CONSTRUCT NEW 16' WIDE ROADWAY FOR CAMPSITES. DEVELOP ROADWAY SECTION PER

DETAIL 4/C501 AND REFER TO C107 FOR ALIGNMENT.

6. GRADE DRAINAGE BERM AROUND CAMPSITE AS SHOWN. REFER TO DETAIL 6/C501.

RE-VEGETATE DISTURBED LAND PER GOVERNMENT RECOMMENDATIONS.

7. CONSTRUCT LOW WATER CROSSING PER DETAIL 7/C501.

8. INSTALL ONE 4' DIA FIRE PIT (GFM) AND TWO TABLES (GFM) PER MANUFACTURER'S

RECOMMENDATION. CONSTRUCT TWO 15 ' X 15' TENT PAD AS SHOWN FOR BUDDY

CAMPSITE 21 & 22, REFER TO DETAIL 1/C501.

9. IMPROVE EXISTING YARD HYDRANT WITH GRAVEL PAD AND 12" STAND PIPE PER DETAIL

9/C502. INSTALL NEW ISOLATION VALVE, WYE SCREEN, FLOW CONTROL VALVE AND BOX

WITH GRAVEL PER DETAIL 14/C502.

10. INSTALL NEW CAMPSITE SIGN PER DETAIL 16/C502.

11. PLACE ROCKS AS SHOWN ON DRAWING.

SITE IMPROVEMENT KEY NOTES FOR CAMPSITES 13-23:

16.0'

R30.0'

R19 2.0

146.0'

16.8'

109.4'

.0'

14.0'

20.0'

1,085 S.F.

1450 S.F.

1,115 S.F.

1,250 S.F.

935 S.F.

910 S.F.

930 S.F.

895 S.F.

1,230 S.F.

880 S.F.

1,075 S.F.

990 S.F.

3,150 S.F.

980 S.F.

975 S.F.

2,400 S.F.

9,000 S.F.

500 S.F.

6,000 S.F.

5,500 S.F.

970 S.F.

3,700 S.F.

2,050 S.F.

ROUTE

DRAINAGE

AROUND

CAMPSITES

69.1'

27.1'8.0'

19.2'

.0'R17

.0'

R34.0'

R15.0'

R10.0'

R9 4.

R10.0'

R1 5.

R15 .0'

R30.0'

29.3'

27.6'

19.8'

13.1'

.8'

8.0

15.9'

13.5'

14.3'

13.8'

60.8'

60.0'

8.0' 32.5'

27.4'

29.9'

27.6'

40.4'

36.8'14 .9

40.0'

11.3'

38.6'

.1'

21.6'

55.5'

23.5'

12.2'

22.6'

40.5'

8.0'

14.0' 18.9'

14.2'

16.0'

300 S.F.

24.3'

SEE SHEET C104

76.0'

HATCH LEGEND

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

LOW WATER CROSSING

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L.

Thorson Date: 2020.03.11 06:33:54 -05'00' jredingt Polygon jredingt Callout

PROJECT AREA

jredingt

106 107

119120

123124

128 129 130

132133

153 154

1. ALL EXISTING ROADS SHALL BE PROOF ROLLED AND THEN RE-CONSTRUCTED WITH A

MINIMUM 2% CROWN AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE

NOTED.

2. NEW ROADWAY IMPROVEMENTS SHALL BE CONSTRUCTED WITH A MINIMUM 2% CROWN

AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE NOTED.

3. NEW ROADWAY SECTIONS, WITHOUT GRADE POINTS, SHALL BE SLOPED TO A MINIMUM

AS SHOWN, FROM THE EXISTING EDGE OF GRAVEL, TO THE NEW PROPOSED EDGE OF

GRAVEL LOCATION.

4. CAMPSITE PARKING SHALL BE GRADED TO MATCH EXISTING HISTORICAL DRAINAGE,

UNLESS OTHERWISE INDICATED.

5. CAMPSITE GRAVEL SHALL BE LOCALLY GRADED TO DIVERT WATER AWAY FROM TENT

PADS TO HISTORICAL TOPOGRAPHY LOCATIONS, UNLESS OTHERWISE SHOWN.

6. GRADE ALL IMPROVED STRUCTURES OR CONCRETE PAD IMPROVEMENTS AWAY A

MINIMUM OF 5% FOR 10 FEET AND 2% THEREAFTER.

7. REFER TO C109 FOR POINT TABLE.

8. ALL EARTHWORK AND GRADING IS EXPECTED TO RESULT IN A NET BALANCE OF

EXISTING CUT/FILL MATERIALS. FINAL ELEVATIONS MAY BE MODIFIED PROVIDED

DRAINAGE AND SLOPE CHARACTERISTICS ARE MAINTAINED SIMILAR TO THOSE SHOWN.

GRADING NOTES:

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

WIDEN AND RE-ALIGN ROAD TO

NORTH SIDE TO ACCOMMODATE

FOR CAMPSITE PARALLEL

PARKING

EXISTING ROAD WIDTH ±12'

PROPOSED WIDTH ±20'

SEE SHEET C107

SITE 1

ROUTE STORM WATER AWAY

FROM PAD MIN. 5%. CATCH

SLOPE MUST NOT EXCEED

3H:1V.

2% 2%

CONSTRUCT NEW RADIUS

AS SHOWN. RE-GRADE

INTERSECTION TO ENSURE

POSITIVE DRAINAGE

SLOPE AWAY FROM

PAD AS SHOWN

CONSTRUCT NEW RADIUS

AS SHOWN. RE-GRADE

INTERSECTION TO ENSURE

POSITIVE DRAINAGE

ROADWAY AND PARKING

MATCH LINE. ENSURE

POSITIVE DRAINAGE

GRADE BREAKRESTROOM AND PAD SHALL MEET ABA

REQUIREMENTS FOR LONGITUDINAL

AND TRANSVERSE SLOPES

WIDEN ROAD AND RE-GRADE

ROADWAY WITH CROWN TO

ENSURE POSITIVE DRAINAGE

WIDEN ROAD AND RE-GRADE

ROADWAY WITH CROWN TO

ENSURE POSITIVE DRAINAGE

CONSTRUCT NEW

TURN OUT AS SHOWN.

GRADE WITH 2%

TRANSVERSE SLOPE .

CONSTRUCT NEW ROADWAY

WITH CROWN TO ENSURE

POSITIVE DRAINAGE.

BEGIN DITCH

S= ±1

S=±0.6%

S=±0.7%

S=±1.5%

HATCH LEGEND

2%END DITCH

ROADWAY/CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

CONCRETE SLAB

ADA ACCESS. MAINTAIN LESS

THAN MAXIMUM 2% CROSS SLOPE.

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:34:33 -05'00' jredingt Text Box

NOT IN CONTRACT

jredingt Polygon jredingt

W W

0+00

BP: 0+00.00

PC: 0+73.13

Mid:

18''SD )

> U

.S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

SITE 1

SITE 3

SITE 5

SITE 7

SITE 6

SITE 4

SITE 12

SITE 11

SITE 8

SITE 2

SITE 23

SITES 21 & 22

SEE SHEET C108

SEE SH

EET C

1. ALL EXISTING ROADS SHALL BE PROOF ROLLED AND THEN RE-CONSTRUCTED WITH A

MINIMUM 2% CROWN AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE

NOTED.

2. NEW ROADWAY IMPROVEMENTS SHALL BE CONSTRUCTED WITH A MINIMUM 2% CROWN

AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE NOTED.

3. NEW ROADWAY SECTIONS, WITHOUT GRADE POINTS, SHALL BE SLOPED TO A MINIMUM

AS SHOWN, FROM THE EXISTING EDGE OF GRAVEL, TO THE NEW PROPOSED EDGE OF

GRAVEL LOCATION.

4. CAMPSITE PARKING SHALL BE GRADED TO MATCH EXISTING HISTORICAL DRAINAGE,

UNLESS OTHERWISE INDICATED.

5. CAMPSITE GRAVEL SHALL BE LOCALLY GRADED TO DIVERT WATER AWAY FROM TENT

PADS TO HISTORICAL TOPOGRAPHY LOCATIONS, UNLESS OTHERWISE SHOWN.

6. REFER TO C109 FOR POINT TABLE.

7. ALL EARTHWORK AND GRADING IS EXPECTED TO RESULT IN A NET BALANCE OF

EXISTING CUT/FILL MATERIALS. FINAL ELEVATIONS MAY BE MODIFIED PROVIDED

DRAINAGE AND SLOPE CHARACTERISTICS ARE MAINTAINED SIMILAR TO THOSE SHOWN.

GRADING NOTES:

WIDEN ROAD AND

SLOPE AWAY FROM

CL OF ROAD

CONSTRUCT NEW RADIUS AS SHOWN.

RE-GRADE INTERSECTION TO ENSURE

POSITIVE DRAINAGE

SITE 10

SITE 9

ROADWAY NOT A PART

OF IMPROVEMENTS

RE-ALIGN ROADWAY

AS SHOWN

RE-ALIGN ROADWAY

AS SHOWN

RE-ALIGN ROADWAY

AS SHOWNHATCH LEGEND

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:35:10 -05'00' jredingt Polygon jredingt

W W

0+00

1+00

2+00

3+00

4+00 5+00 5+30

BP: 0+00.00

PC: 0+73.13

Mid:

.85

: 1

+5 4.

: 3

+0 0.

M id

: 3 +5

: 4

+0 9.

: 5

+2 9.

18''SD )

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

SITE 14

SITE 13

SITE 9

SITE 10

SITE 7

SITE8

SITE 15

SITE 17

SITE 16

SITE 18

SITES 19 & 20

SITES 21 & 22

SITE 23

SEE SHEET C107

1. ALL EXISTING ROADS SHALL BE PROOF ROLLED AND THEN RE-CONSTRUCTED WITH A

MINIMUM 2% CROWN AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE

NOTED.

2. NEW ROADWAY IMPROVEMENTS SHALL BE CONSTRUCTED WITH A MINIMUM 2% CROWN

AND NEW 6" SECTION PER DETAIL 4/C501, UNLESS OTHERWISE NOTED.

3. NEW ROADWAY SECTIONS, WITHOUT GRADE POINTS, SHALL BE SLOPED TO A MINIMUM

AS SHOWN, FROM THE EXISTING EDGE OF GRAVEL, TO THE NEW PROPOSED EDGE OF

GRAVEL LOCATION.

4. CAMPSITE PARKING SHALL BE GRADED TO MATCH EXISTING HISTORICAL DRAINAGE,

UNLESS OTHERWISE INDICATED.

5. CAMPSITE GRAVEL SHALL BE LOCALLY GRADED TO DIVERT WATER AWAY FROM TENT

PADS TO HISTORICAL TOPOGRAPHY LOCATIONS, UNLESS OTHERWISE SHOWN.

6. REFER TO C109 FOR POINT TABLE.

7. ALL EARTHWORK AND GRADING IS EXPECTED TO RESULT IN A NET BALANCE OF

EXISTING CUT/FILL MATERIALS. FINAL ELEVATIONS MAY BE MODIFIED PROVIDED

DRAINAGE AND SLOPE CHARACTERISTICS ARE MAINTAINED SIMILAR TO THOSE SHOWN.

GRADING NOTES:

CONSTRUCT NEW PULL THROUGH

CAMPSITE AS SHOWN.

MAINTAIN POSITIVE DRAINAGE AT

TRANSITION FROM ROAD TO CAMPSITE

WITH 2% TRANSVERSE SLOPE.

CONSTRUCT NEW PULL THROUGH

CAMPSITE AS SHOWN.

MAINTAIN POSITIVE DRAINAGE AT

TRANSITION FROM ROAD TO CAMPSITE

WITH 2% TRANSVERSE SLOPE.

CONSTRUCT NEW PULL THROUGH

CAMPSITE AS SHOWN.

MAINTAIN POSITIVE DRAINAGE AT

TRANSITION FROM ROAD TO CAMPSITE

WITH 2% TRANSVERSE SLOPE.

CONSTRUCT NEW ROAD FROM 0+00 TO

5+29.66 PER DETAIL 4/C501. MATCH

EXISTING ROAD ELEVATIONS FOR

TRANSITION.

CONSTRUCT NEW VEGETATED BERM.

OPE

SLOPE ± 9.2%

CONSTRUCT NEW VEGETATED BERM.

MATCH EXISTING FINISH GRADE WITH

NEW LOW WATER CROSSING SECTION.

RE-ALIGN ROADWAY

AS SHOWN

RE-ALIGN ROADWAY

AS SHOWN

RE-ALIGN ROADWAY

AS SHOWN

S=± 9.4%

S=± 9.1%

S=± 12.1%

SLOPE ± 5.3%SLOPE ± 8.1%

HATCH LEGEND

RE-VEGETATION

CAMPSITE PARKING GRAVEL

CAMPSITE GRAVEL

LOW WATER CROSSING

END OF VEGETATED BERM.

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson Date: 2020.03.11 06:35:43 -05'00' jredingt Polygon jredingt Callout

PROJECT AREA

jredingt

Point Table

Point #

Elevation (EG)

5024.87

5026.00

5028.01

5029.39

5028.30

5029.95

5035.27

5036.05

5038.00

5040.11

5042.09

5043.70

5030.00

5029.83

5028.41

5032.15

5030.09

5031.93

5034.00

5032.56

ELEVATION (FG)

5024.90

5026.50

5028.50

5030.50

5030.90

5032.00

5034.50

5036.50

5038.50

5040.50

5042.50

5043.70

5030.00

5030.30

5031.40

5031.80

5031.25

5031.00

5031.50

Northing

7184778.44

7184763.63

7184748.16

7184726.16

7184715.01

7184709.16

7184702.46

7184705.57

7184720.25

7184735.43

7184760.14

7184789.63

7184711.02

7184686.57

7184681.71

7184676.89

7184657.78

7184637.10

7184643.06

7184661.32

Easting

1280641.53

1280637.42

1280649.90

1280674.37

1280709.91

1280751.07

1280783.71

1280803.71

1280821.59

1280836.55

1280838.69

1280616.27

1280661.94

1280691.80

1280721.41

1280705.11

1280715.38

1280676.16

1280664.43

Point Table

Point #

Elevation (EG)

5034.64

5047.72

5052.15

5051.91

5052.46

5052.41

5052.00

5050.00

5047.45

5047.91

5049.32

5051.56

5053.15

5052.71

5055.20

5054.93

5056.45

5056.51

5057.95

5059.06

ELEVATION (FG)

5030.75

5048.60

5051.90

5052.00

5052.10

5052.60

5052.50

5050.50

5048.00

5048.50

5050.20

5052.00

5053.60

5053.40

5055.70

5056.00

5057.00

5056.00

5058.50

5059.00

Northing

7184659.36

7184735.29

7184708.43

7184742.65

7184745.48

7184765.32

7184777.27

7184820.98

7184845.12

7184845.32

7184843.83

7184836.57

7184827.32

7184825.30

7184806.96

7184794.49

7184789.47

7184782.80

7184775.95

7184751.20

Easting

1280646.19

1280888.31

1280920.49

1280941.55

1280950.63

1280964.82

1280968.07

1280967.05

1280942.59

1280966.59

1280997.53

1281038.93

1281068.10

1281052.75

1281093.21

1281058.32

1281096.55

1281080.42

1281108.37

1281071.90

Point Table

Point #

Elevation (EG)

5057.08

5058.42

5058.63

5060.41

5060.61

5064.00

5064.55

5064.01

5062.01

5060.04

5070.00

5071.99

5073.99

5075.98

5077.99

5079.16

5075.29

5085.74

5088.87

5088.00

ELEVATION (FG)

5059.50

5059.30

5059.80

5059.50

5060.00

5064.00

5064.50

5064.00

5062.00

5060.00

5070.00

5072.50

5074.50

5076.50

5078.50

5079.15

5076.00

5086.25

5088.80

5088.50

Northing

7184754.32

7184726.38

7184704.44

7184716.65

7184694.94

7184681.27

7184686.69

7184703.83

7184724.30

7184749.55

7184634.60

7184616.60

7184600.35

7184588.81

7184589.36

7184597.63

7184553.07

7184536.84

7184527.82

7184493.38

Easting

1281037.03

1281034.69

1281022.79

1281051.82

1281039.55

1281073.11

1281099.94

1281118.25

1281127.67

1281126.97

1281111.97

1281117.71

1281131.77

1281156.85

1281181.41

1281201.63

1281111.42

1281226.13

1281264.85

1281244.30

Point Table

Point #

Elevation (EG)

5088.21

5091.45

5094.52

5094.87

5094.43

5093.12

5096.45

5094.41

5097.18

5101.98

5097.82

5094.38

5098.73

5104.97

5105.43

5107.38

5105.41

5109.84

5114.62

5118.29

ELEVATION (FG)

5088.20

5091.45

5094.50

5094.90

5093.50

5096.50

5094.90

5097.20

5102.50

5097.80

5095.00

5098.70

5105.50

5105.90

5107.50

5105.40

5109.84

5115.12

5118.79

Northing

7184461.50

7184335.15

7184246.93

7184219.71

7184180.54

7184164.85

7184125.33

7184103.87

7184111.36

7184058.40

7184062.06

7184053.37

7184033.46

7184039.01

7183960.06

7183967.30

7183911.88

7183843.56

7183802.34

7183762.21

Easting

1281229.25

1281239.97

1281223.85

1281217.91

1281190.80

1281162.08

1281194.42

1281147.39

1281200.67

1281221.72

1281175.80

1281135.56

1281179.15

1281255.82

1281229.27

1281254.05

1281179.86

1281194.34

1281222.65

1281252.39

Point Table

Point #

Elevation (EG)

5122.19

5122.91

5125.87

5124.60

5132.17

5129.41

5130.00

5133.03

5133.71

5136.79

5136.02

5140.21

5143.31

5145.79

5148.00

5152.00

5149.67

5151.11

5148.05

5151.06

ELEVATION (FG)

5122.70

5123.25

5126.37

5125.00

5132.50

5129.91

5130.25

5133.53

5134.09

5137.29

5136.50

5140.71

5143.80

5146.30

5147.00

5151.00

5150.50

5151.11

5148.55

5151.06

Northing

7183729.72

7183711.63

7183703.04

7183664.65

7183614.41

7183676.40

7183662.32

7183649.76

7183653.63

7183628.53

7183670.33

7183619.11

7183617.92

7183560.95

7183520.96

7183502.52

7183545.65

7183553.04

7183616.93

7183616.36

Easting

1281290.22

1281283.10

1281332.51

1281270.98

1281370.41

1281374.82

1281374.66

1281417.14

1281438.89

1281462.26

1281476.60

1281511.23

1281561.25

1281565.35

1281567.40

1281613.10

1281608.98

1281633.67

1281611.24

1281640.84

Point Table

Point #

Elevation (EG)

5153.65

5155.79

5155.99

5153.36

5168.00

5153.41

5149.12

5153.51

5150.66

5155.67

5157.01

5155.46

5152.80

5146.18

5142.78

5147.90

5145.08

5138.87

5131.01

5141.39

ELEVATION (FG)

5153.80

5156.50

5155.00

5153.40

5167.00

5154.00

5150.00

5153.50

5150.70

5156.20

5157.50

5155.50

5153.50

5146.20

5142.78

5147.00

5144.00

5138.00

5130.00

5142.00

Northing

7183605.94

7183547.34

7183518.48

7183627.58

7183600.88

7183656.58

7183687.56

7183686.91

7183741.73

7183731.75

7183754.64

7183793.32

7183766.64

7183776.83

7183806.09

7183849.15

7183856.59

7183910.12

7183942.40

7183876.40

Easting

1281668.56

1281681.74

1281686.71

1281670.13

1281788.13

1281678.31

1281631.67

1281687.41

1281658.29

1281724.87

1281741.39

1281723.78

1281693.68

1281627.56

1281604.89

1281674.65

1281643.24

1281605.34

1281548.56

1281608.32

Point Table

Point #

Elevation (EG)

5137.08

5133.94

5129.92

5131.21

5134.77

5138.54

5112.99

5114.51

5115.66

5119.82

5122.00

5119.93

5118.34

5119.69

5117.44

5117.24

5113.69

5112.96

5111.55

5115.27

ELEVATION (FG)

5137.50

5134.00

5129.92

5131.20

5135.25

5139.00

5113.00

5114.50

5115.65

5120.30

5122.50

5119.90

5118.40

5120.20

5117.50

5117.20

5114.20

5113.50

5112.50

5115.70

Northing

7183881.70

7183911.79

7183886.00

7183870.82

7183823.36

7183795.55

7183866.50

7183874.00

7183833.43

7183827.70

7183857.69

7183941.68

7183968.15

7183911.65

7183935.26

7183908.43

7183927.75

7183966.18

7184047.83

7184043.30

Easting

1281572.02

1281557.70

1281495.15

1281503.23

1281510.10

1281541.81

1281261.59

1281294.66

1281282.66

1281329.27

1281380.93

1281402.62

1281386.61

1281375.69

1281359.13

1281349.07

1281313.28

1281328.04

1281364.25

1281408.01

Point Table

Point #

Elevation (EG)

5116.96

5112.16

5110.00

5108.00

5106.00

5104.00

5102.52

5104.00

5099.26

5034.44

ELEVATION (FG)

5117.00

5112.16

5110.50

5108.50

5106.50

5104.50

5102.50

5104.50

5099.50

5031.75

Northing

7184056.52

7184141.11

7184143.29

7184147.95

7184165.09

7184192.16

7184213.46

7184168.50

7184144.44

7184665.15

Easting

1281439.57

1281441.65

1281409.23

1281380.56

1281359.80

1281349.74

1281343.94

1281329.34

1281247.66

1280732.68

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson

06:36:18 -05'00'

D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

1 TYPICAL TENT PAD

SCALE: NTS

6" OF SATISFACTORY A-2 SOIL,

OVER PROOF ROLLED EXISTING GROUND

PER PLAN

SLOPE EDGES AT

2H:1V

SLOPE EDGES AND ROUTE

DRAINAGE AROUND PAD

2 CAMP SITE GRAVEL

SCALE: NTS

4" OF 1" MINUS CRUSHED AGGREGATE

OVER PROOF ROLLED EXISTING GROUND

GRADE LOCALLY TO DRAIN

3 CAMP SITE PARKING - ROAD IMPROVEMENTS

SCALE: NTS

6" OF 1" MINUS CRUSHED AGGREGATE

OVER EXISTING ROADWAY OR

PROOF ROLLED EXISTING GROUND

4 TYPICAL ROAD SECTIONS

SCALE: NTS

6" OF 1" MINUS CRUSHED AGGREGATE

OVER EXISTING ROADWAY OR

PROOF ROLLED EXISTING GROUND

TYPICAL CROWN - 2% MIN 5% MAX

TYPICAL CROSS SLOPE - 2% MIN 5% MAX

VARIES PER PLAN

CONSTRUCT ROADSIDE DITCH 2H:1V;

MINIMUM RUN 2 FEET

CONSTRUCT BACKSLOPE 3H:1V WITH

MINIMUM RUN OF 2 FEET. CATCH SLOPE

VARIES WITH EXISTING GROUND

CONSTRUCT ROADSIDE DITCH 2H:1V;

MINIMUM RUN 2 FEET

6 STORM WATER BERM

SCALE: NTS

7 LOW WATER CROSSING

SCALE: NTS

EXCAVATE SOIL AND REPLACE WITH 12" OF 6" MINUS RIP RAP

OVER EXISTING ROADWAY IN TWO LIFTS AND COMPACT AT

OPTIMUM MOISTURE.

TYPICAL CROSS SLOPE - 2% MIN 5% MAX

PER PLAN

TERMINATE AT LOCAL

DRAINAGE BEGIN AT LOCAL

DRAINAGE

CONSTRUCT ROADSIDE DITCH 2H:1V;

MINIMUM RUN 2 FEET

CONSTRUCT BACKSLOPE 3H:1V WITH

MINIMUM RUN OF 2 FEET. CATCH SLOPE

VARIES WITH EXISTING GROUND

" M

2H:1V OR FLATTER

COMPACTED NATIVE

EXISTING GROUND AND

CROSS SLOPE VARIES

CUT DITCH TO

DEVELOP FLOW LINE

VEGETATED BERM

MATCH EXSITING GROUND

2H:1V OR FLATTER

10 OZ/SY NONWOVEN GEOTEXTILE

FABRIC PER AASHTO M288.06 CLASS

II FOR FINES GREATER THAN 50%.

LAP ENDS MINIMUM OF 1 FOOT INTO

SOIL STRATUM

INSTALL STRAW WATTLE IN CHANNEL EVERY 25 LF OF CHANNEL OR

FOR EACH 1 FOOT OF FALL, WHICH EVER IS GREATER.

ALSO INSTALL TWO CONSECUTIVE WATTLES AT THE

OUTLET OF EACH BERM, REFER TO DETAIL 8/C502.

5 CONCRETE JOINTS

SCALE: NTS

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

CONSTRUCTION JOINT CONTROL JOINT EXPANSION JOINT

NOTE: CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L.

Thorson Date: 2020.03.11 06:36:55 -05'00' jredingt Callout

LINE TENT PAD WITH 6X6 TREATED TIMBERS ALL SIDES

jredingt Rectangle jredingt Text Box

THE TOP ELEVATION OF TENT PADS ARE TO MACH THE ELEVATOS OF CAMPSITE GRAVEL

jredingt Rectangle jredingt Rectangle jredingt Typewritten Text

TIMBERS TO BE ANCHORED WITH 24" #4 BAR

FOR PER SIDE

jredingt Typewritten Text

ALL CONRNERS

TO BE ATTACHED

WITH 2, 15"

LOG SCREWS

jredingt Line jredingt Line jredingt Line jredingt Line jredingt Rectangle jredingt Line jredingt Line

( FL ( FL( FL ( FL

ONE

WAY 1

S I T E

F E E

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

8 STRAW WATTLE

SCALE: NTS

3" DEEP TRENCH

SLOPE SURFACE

WOOD STAKE PLACE

THROUGH WATTLE AT 24"

O.C. LENGTH PER PLAN.

STRAW WATTLE

9 YARD HYDRANT

SCALE: NTS

8" NPT DRAIN HOLE

4" FEMALE THREAD

FILL WITH LOOSE

DRAINAGE COURSE

AROUND VALVE BODY

FOR DRAINAGE V=1CF

4" X 1-1/2" REDUCER

GROUND LEVEL

FROST LINE

1.0'

6' DIAMETER

5% MAX SLOPE (TYP)

12" DIA HDPE PIPE 15°

SKEW 1'

FILL PIPE WITH LOOSE

DRAINAGE COURSE

1" MINUS CRUSHED AGGREGATE

SURROUNDING YARD HYDRANT

4" AWWA APPROVED

YARD HYDRANT WITH

SMOOTH NOSE TAP

10 CONCRETE PAD

SCALE: NTS

6" CONCRETE SLAB

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

4" OF 1" MINUS CRUSHED AGGREGATE

OVER PROOF ROLLED NATIVE

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL

REFER TO DETAIL 14.

4 OZ/SY NONWOVEN GEOTEXTILE

FABRIC PER AASHTO M288.06 CLASS II

FOR FINES GREATER THAN 50%.

LAP ENDS MINIMUM OF 1 FOOT INTO

AROUND PIPE.

4 OZ/SY NONWOVEN GEOTEXTILE

FABRIC PER AASHTO M288.06 CLASS II

FOR FINES GREATER THAN 50%.

LAP TOP MINIMUM OF 6".

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

MATERIAL

1/2 Ø MIN

TYP

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR REQUIRED PER ASTM D698

PIPE ZONE MATERIAL TO

SURROUND PIPE

3" MIN

DEPTH PER PLAN

36" MIN

12d

12" MIN

12d

12" MIN

40d

SINGLE LAYER BARS

6d MIN

4" MIN

135°90°

D = 4d FOR #3 THRU #5 D = 6d FOR #6 THRU #8

D (TYP)

TIES AND STIRRUPS

4d 2 12" MIN12d

4" MIN

180°

45°

90°

D (TYP)

D = 6d FOR #3 THRU #8 D = 8d FOR #9 THRU #11 D = 10d FOR #14 THRU #18

TYPICAL HOOKS AND BENDS

11 CONCRETE CORNERS

SCALE: NTS

13 REBAR BENDS

SCALE: NTS

12 TYPICAL WET UTILITY TRENCH

SCALE: NTS

14 VALVE BOX

SCALE: NTS

FINISHED GRADE

SLOPE AWAY 2% MIN

13" X 24" X 15" GREEN

CORRUGATED UV

RESISTANT VALVE BOX

WITH METAL LID

MIN 2.5 CF OF DRAINAGE COURSE

SPREAD EVENLY 4" THICK

1-1/2" DIA HDPE

3/4" DIA HDPE

4" NSF 61 APPROVED BALL

VALVE WITH HANDLE

4" NSF 61 APPROVED WYE

STRAINER WITH #20 STAINLESS

STEEL MESH SCREEN AND PORT

FOR MAINTENANCE.

4" NSF 61 APPROVED STAINLESS

STEEL FLOW CONTROL VALVE

WITH 2.5 GPM ORIFICE.

NOTE: DI-ELECTRIC UNIONS REQUIRED FOR

CONNECTIONS MADE WITH DISSIMILAR METALS

COORDINATE FINAL

LOCATION WITH

GOVERMENT

15 TYPICAL ONE WAY SIGN

SCALE: NTS

16 CAMPGROUND SIGN

SCALE: NTS

18" X 24" R6-2 ONE WAY

SIGN PER MUTCD FOR

RURAL LOW VOLUME

TRAFFIC

2" SQUARE 14 GAUGE

GALVANIZED STEEL SIGN

POST OR APPROVED EQUAL

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

3' M

SIGN LOCATED NO MORE

THAN TWO FEET FROM

EDGE OF GRAVEL

12" DIA BORE HOLE FILLED

WITH CONCRETE

CENTER POST IN

BORE HOLE

4" WIDE X 6 FT LONG CARSONITE

ROAD MARKER, BROWN.

UNIQUE CAMPSITE NUMBER.

METAL SITE FEE CLAMP

ATTACHED TO SIGN

BLM LOGO

INSTALLATION WITH

GUIDE TUBE PER

MANUFACTURER'S

RECOMMENDATION

3' M

NOTE: SIGN TO BE APPROVED BY GOVERNMENT. NOTE: FINAL SIGN DETAILS TO BE APPROVED BY GOVERNMENT

4" LETTERING, BOLD

SANS-SERIF TYPEFACE

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L.

Thorson

06:37:46 -05'00'

O R

IZED

VEH

LES O

U .S D E P A R

E N T O F

B U R E A U

O F

N D

M A N A G E M E N T

17 AUTHORIZED VEHICLE ONLY ROAD SIGN

SCALE: NTS

NOTE: SIGN TO BE APPROVED BY GOVERNMENT.

4" WIDE X 6 FT LONG CARSONITE

ROAD MARKER, BROWN.

BLM LOGO

INSTALLATION WITH

GUIDE TUBE PER

MANUFACTURER'S

RECOMMENDATION

3' M

STATE OF UTAH

GRANT L. THORSON

OFESSIONA L ENGINEER

Grant L.

Thorson

Digitally signed by Grant L. Thorson

06:38:31 -05'00'

. D

O F

U O

N D

PAVILION STRUCTURE SECTION2

5'4'3'2'0 1'1' 6' 7'

PAVILION STRUCTURE SECTIONA

5'4'3'2'0 1'1' 6' 7'

PAVILION STRUCTURE PLAN VIEW1

5'4'3'2'0 1'1' 6' 7'

S501

6" MIN CONCRETE

SLAB WITH #4 BARS

@ 18" O.C. EACH WAY

6" MIN OF 3 4" CRUSHED

AGGREGATE

SLOPE PAD TO DRAIN,

2% MAX SLOPE IN ALL

DIRECTIONS

24' X 36' GABLE SHELTER RCP

SHELTER MODEL AS-G2436-04

OR APPROVED EQUAL

24'18' 18'

STANDING SEAM METAL

ROOF SHEETING

42'

30'

A S101

RIDGE

STRUCTURAL NOTES:

1. RCP GABLE SHELTER STEEL COLOR TO BE BUILDING BROWN AND APPROVED BY

THE GOVERNMENT.

2. RCP METAL ROOF SHEETING COLOR TO BE EVERGREEN AND APPROVED BY THE

GOVERNMENT.

3. RCP AND KIOSK ROOF SHEETING COLORS TO MATCH.

FINAL BUILD AND FOUNDATION DESIGN NOTES:

1. ALL BUILDING COLUMN SIZES AND LOADS REPRESENTED IN THIS FOUNDATION

PLAN WERE ASSUMED. ACTUAL SIZES, LAYOUT, AND LOADING SHALL BE PROVIDED

BY THE PRE-ENGINEERED METAL BUILDING DESIGNER.

2. ALL RELEVANT BUILDING LOADS AND LOAD COMBINATIONS PER ASCE 7 SHALL BE

CHECKED FOR MOST CRITICAL.

3. THE FINAL FOUNDATION DESIGN SHALL BE BY THE FOUNDATION ENGINEER WITH

THE ACTUAL SIZES, LAYOUT, AND LOADS PROVIDED BY THE PRE-ENGINEERED

METAL BUILDING DESIGNER.

4. METAL BUILDING COLUMNS BASE PLATES AND ANCHOR BOLT REQUIREMENTS

SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL BUILDING DESIGNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR FINAL FOUNDATION AND BUILDING DESIGN

AND SHALL COORDINATE ALL APPROVALS WITH THE GOVERNMENT.

6. SHEET S-501 IS NOT FOR CONSTRUCTION AND FOR REFERENCE ONLY.

PAVILION FOUNDATION DESIGN DRAWINGS ON SHEET S-101

ARE FOR REFERENCE ONLY.

STATE OF UTAH

BEN L. CARTER

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.03.10 12:53:12 -06'00' jredingt

. D

O F

U O

N D

KIOSK STRUCTURE SECTIONA KIOSK STRUCTURE SECTIONB

KIOSK STRUCTURE PLAN VIEW1

92°

8'-6"

HSS 4x4x0.125 CORTEN STEEL PURLINS

(TYP), SEAL ENDS WITH CORTEN STEEL

PLATES WELDED IN PLACE (TYP)

HSS 6x6x0.125 CORTEN STEEL BEAMS

(TYP), SEAL ENDS WITH CORTEN STEEL

PLATES WELDED IN PLACE (TYP)

Ø2'

MIN

1' 4'-3"

HSS 6x6x0.125 CORTEN STEEL POST (TYP)

6" MIN CONCRETE SLAB

WITH #4 REINFORCEMENT

BARS @ 18" O.C. EACH WAY

6" MIN OF 3/4" CRUSHED

AGGREGATE

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL

4'3'2'0 1'1'

4'3'2'0 1'1' 4'3'2'0 1'1'

NOTE:

1. KIOSK LOCATION TO BE DETERMINED BY BLM.

2. FEE TUBE SHALL BE IRON RANGERS MODEL FS1236 EB1,

MARTIN BROWN COLOR WITH INSERT AND ATTACHED

ENVELOP BOX (12" SQUARE TUBE X 36" TALL), OR

APPROVED EQUAL.

CORTEN STEEL CUTOUT, CADD

TEMPLATE TO BE PROVIDED BY BLM

4'x4' BROWN SINTRA SIGN PANEL

HSS 6x6x0.125 CORTEN

STEEL POST (TYP)

HSS 2x2x0.125 CORTEN

STEEL BEAMS (TYP)

HSS 4x4x0.125 CORTEN

STEEL PURLINS (TYP)

S501

6'-3"

STEEL METAL ROOF SHEETING (TYP) TO

MATCH RCP PAVILION ROOF COLOR

HSS 6x6x0.125 CORTEN

STEEL BEAMS (TYP)

(TYP)

4'-3" 12'

PROPOSED CONCRETE

PAD PER DETAIL

SLOPE TO DRAIN, 2% MAX

SLOPE IN ALL DIRECTIONS

B S102

A S102

15°

8'-6"

25'

MIN

NEW FEE TUBE ATTACHED

PER MANUFACTURE'S

RECOMMENDATIONS

12" X 36" FEE TUBE

STEEL METAL ROOF

SHEETING (TYP) TO

MATCH RCP PAVILION

ROOF COLOR

3'4'-8" 4'-8"

10"

5'-2"

(TYP)

STATE OF UTAH

BEN L. CARTER

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.03.10 12:53:58 -06'00' jredingt

. D

O F

U O

N D

KIOSK STRUCTURE SECTIONA KIOSK STRUCTURE SECTIONB

KIOSK STRUCTURE PLAN VIEW1

4'3'2'0 1'1'

4'3'2'0 1'1' 4'3'2'0 1'1'

NOTE:

KIOSK LOCATION TO BE DETERMINED BY BLM.

92°

8'-6"

HSS 4x4x0.125 CORTEN STEEL PURLINS

(TYP), SEAL ENDS WITH CORTEN STEEL

PLATES WELDED IN PLACE (TYP)

HSS 6x6x0.125 CORTEN STEEL BEAMS

(TYP), SEAL ENDS WITH CORTEN STEEL

PLATES WELDED IN PLACE (TYP)

Ø2'

MIN

1' 4'-3"

HSS 6x6x0.125 CORTEN STEEL POST (TYP)

6" MIN CONCRETE SLAB

WITH #4 REINFORCEMENT

BARS @ 18" O.C. EACH WAY

6" MIN OF 3/4" CRUSHED

AGGREGATE

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL

B S103

15'-6"

9'-6"

PROPOSED CONCRETE

PAD PER DETAIL

SLOPE TO DRAIN, 2% MAX

SLOPE IN ALL DIRECTIONS

4'-3"

CORTEN STEEL CUTOUT, CADD

TEMPLATE TO BE PROVIDED BY BLM

4'x4' BROWN SINTRA SIGN PANEL

HSS 6x6x0.125 CORTEN

STEEL POST (TYP)

HSS 2x2x0.125 CORTEN

STEEL BEAMS (TYP)

HSS 4x4x0.125 CORTEN

STEEL PURLINS (TYP)

S501

6'-3"

HSS 6x6x0.125 CORTEN

STEEL BEAMS (TYP)

(TYP)

5'-2"

(TYP)

A S103

STEEL METAL ROOF SHEETING (TYP)

TO MATCH RCP PAVILION ROOF COLOR

STEEL METAL ROOF

SHEETING (TYP) TO

MATCH RCP PAVILION

ROOF COLOR

EXISTING FEE TUBE

RELOCATED AND INSTALLED

BY CONTRACTOR. REFER TO

C104.

EXISTING FEE TUBE ATTACHED PER

MANUFACTURE'S RECOMMENDATION

4'-8"

7 1/2"

STATE OF UTAH

BEN L. CARTER

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.03.10 12:54:47 -06'00' jredingt

KIOSK AND ANCHOR BOLTS TO BE FURNISHED BY GOV

. D

O F

U O

N D

SCALE: NTS

PAVILION SHELTER FOOTING DETAIL (TYP)1

STEEL POSTS (TYP)

6" MIN CONCRETE SLAB WITH #4

BARS @ 18" O.C. EACH WAY MIN

(30) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

#3 REINFORCEMENT

HOOPS @ 8" O.C.

FIRM NATIVE SOIL OR ENGINEERED

COMPACTED FILL

Ø3'-6" CONCRETE FOOTING

#3 REINFORCEMENT HOOPS @ 8" O.C.

(30) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

ANCHOR BOLTS PER

PRE-ENGINEERED METAL BUILDING

MANUFACTURERS SPECIFICATION

5'-3" MIN

EMBEDMENT

Ø3'-6"

3" MIN 3" MIN

6" MIN OF 3/4" CRUSHED

AGGREGATE

24" X 24" SQUARE MASONRY ROCK

POST BASE TO MATCH NATIVE

ROCK W/FLAT ROCK CAP

SCALE: NTS

KIOSK STRUCTURE FOOTING DETAIL (TYP)2

3' MIN

EMBEDMENT

Ø2'

3" MIN3" MIN

12x12x1

2" CORTEN STEEL

BASE PLATE

6" MIN CONCRETE SLAB WITH #4

BARS @ 18" O.C. EACH WAY MIN

6" MIN OF 3/4" CRUSHED

AGGREGATE

(10) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

#3 REINFORCEMENT HOOPS @ 8" O.C.

FIRM NATIVE SOIL OR ENGINEERED

COMPACTED FILL

#3 REINFORCEMENT HOOPS @ 8" O.C.

(10) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

Ø2' CONCRETE FOOTING

HSS 6x6x0.125 CORTEN

STEEL POSTS (TYP)

Ø5

8" ASTM A-193 B6 ANCHOR

BOLTS W/MIN 6" EMBEDMENT (TYP)

~2'

PAVILION FOUNDATION DESIGN DRAWINGS ON SHEET S-501

ARE FOR REFERENCE ONLY.

STATE OF UTAH

BEN L. CARTER

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.03.10 12:55:53 -06'00' jredingt Polygon jredingt Callout

NOT IN CONTRACT

jredingt

KIOSK AND ANCHOR BOLTS TO BE FURNISHED BY GOV

File details come from the government source that posted it. Updated Apr 30, 2021.