DO_16_Cedar_Point_Final_Signed_Design_Drawings_062321.pdf

PDF 11 MB Posted Jun 3, 2024

Attached to: CEDAR POINT CAMP HOST SITE IMPROVEMENT Federal contract opportunity
Solicitation number: 140L2624R0003
Issued by: Department of the Interior Bureau of Land Management Idaho Region

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Written by GovTribe AI · Jun 4, 2024

The provided document appears to be a set of final signed design drawings for the CEDAR POINT CAMP HOST SITE IMPROVEMENT project, referenced under Solicitation Number 140L2624R0003 issued by the Department of the Interior Bureau of Land Management Idaho Region. The solicitation is for improvements to the Cedar Point Camp Host Site. The key details include:

The project involves site improvements at the Cedar Point Camp Host Site, which is managed by the Bureau of Land Management Idaho Region. The solicitation calls for offerors to provide design drawings and construction services to complete the improvements. No specific details on the scope of the improvements or timeline are provided in the design drawings document.

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Other files attached to CEDAR POINT CAMP HOST SITE IMPROVEMENT, newest first.
File	Type	Posted
Sol_140L2624R0003_Amd_0001.pdf	PDF	Jun 14, 2024
B11_Site_Tour_0001.doc	DOC document	Jun 14, 2024
DO_16_Cedar_Point_Final_Stamped_Geotechnical_Report_051721.pdf	PDF	Jun 3, 2024
Cedar_Point_Addendum_and_Specs.pdf	PDF	Jun 3, 2024
SF-24_Bid_Bond.pdf	PDF	Jun 3, 2024
Sol_140L2624R0003.pdf	PDF	Jun 3, 2024
TO_16_Cedar_Point_Component_Clarification_Letter.pdf	PDF	Jun 3, 2024

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U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CEDAR POINT CAMP HOST SITE IMPROVEMENTS

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

LAT: 42.529476°

LONG: -113.992804°

GENERAL

G001 COVER SHEET

CIVIL

C001 CIVIL NOTES & LEGEND

C101 DEMOLITION PLAN

C102 SITE IMPROVEMENTS

C103 SITE UTILITY PLAN

C104 SITE GRADING PLAN

C301 WELL PROFILE DETAIL

C501 DETAILS

C502 DETAILS

C503 DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S101 PREFABRICATED WELL HOUSE

S102 CABANA STRUCTURE

S501 TYPICAL STRUCTURAL DETAILS

PLUMBING

P101 WELL HOUSE LAYOUT

P501 DETAILS

ELECTRICAL

E001

ELECTRICAL ABBREVIATIONS, LEGEND, AND

GENERAL NOTES

E101 ELECTRICAL SITE PLAN

E201 WELL HOUSE LAYOUT

PROJECT

LOCATION

PROJECT LOCATION SITE ACCESS

DESIGNERS

PROJECT VICINITY - BURLEY, IDAHO

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DESIGN OFFICE:

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PROJECT NO:

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APPROVED BY:

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DESCRIPTION

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MARK

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APPROVED

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AutoCAD SHX Text PLOT DATE:6/15/2021 10:09 AM PLOTTED BY:Alfredo Rico 6/15/2021 10:09 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\016 Cedar Point Campground\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\G-001

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COVER SHEET

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CEDAR POINT CAMP HOST SITE IMPROVEMENTS

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TWIN FALLS DISTRICT

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IDAHO

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NORTH WIND IDAHO FALLS

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GENERAL NOTES

1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC

WORKS CONSTRUCTION (ISPWC), AND THE REQUIREMENTS FOR THE CONTRACT DOCUMENTS. THE MORE STRINGENT OF ANY OF

THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.

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

OFFICER (CO) PRIOR TO START OF WORK.

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

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

WITHIN AND AROUND THE CONSTRUCTION AREA.

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 IDAHO DIGLINE 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 AS APPLICABLE.

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 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 CO, IF APPLICABLE. 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.

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. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY. DESIGN TOPOGRAPHIC SURVEY AND CONTROL POINT INFORMATION USES

HORIZONTAL DATUM IS NAD 83 (NRS2007), MODIFIED IDAHO STATE PLANE COORDINATE SYSTEM (CENTRAL ZONE 1102). ANY DISTANCES SHOWN REPRESENTS GROUND

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

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.

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 30".

3.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN

ACCORDANCE WITH THE MINIMUM REQUIREMENTS OUTLINED IN THE ISPWC.

3.3. NEWLY INSTALLED WATER MAINS, SERVICES AND FIRE SERVICE LINES MUST BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE MOST RECENT AWWA, IDWR, AND

IDEQ STANDARD.

3.4. NEWLY INSTALLED WATER MAINS MUST BE FLUSHED, STERILIZED AND SAMPLED FOR CONTAMINATES, IN ACCORDANCE WITH THE MOST RECENT AWWA, IDWR, AND IDEQ

STANDARD.

3.5. THE CONTRACTOR IS RESPONSIBLE FOR:

3.5.1. 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 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. 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.

LEGEND

EXISTING GRAVEL ROADWAY

PROPOSED GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

PROPOSED WATER LINE

LOCAL SURVEY CONTROL POINT

ABBREVIATIONS

EDGE OF GRAVEL

EDGE OF CONCRETE

BUILDING CORNER

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CIVIL NOTES & LEGEND

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CEDAR POINT CAMP HOST SITE IMPROVEMENTS

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TWIN FALLS DISTRICT

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ORDINARY HIGH WATER

ELEVATION

ROCK LEDGE

REMOVE EXISTING

FIRE PIT

REMOVE EXISTING

PICNIC TABLE

EXISTING CAMPSITE

PARKING AREA

RETAIN AND PROTECT EXISTING

GRAVEL CAMPGROUND ROADWAY

RETAIN AND PROTECT

EXISTING VAULT TOILETS

RETAIN AND PROTECT

EXISTING CONCRETE

PAD AND WALKWAY

REMOVE EXISTING

STEEL POST

REMOVE ROCK DOWN

TO ELEV. 4102.5'

REMOVE EXISTING

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CLEAR AND GRUB FOR

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DEMOLITION PLAN

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30'030'

EXISTING

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EXISTING BOULDER (TYP)

EXISTING TREE (TYP)

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ORDINARY HIGH WATER

ELEVATION

ROCK LEDGE

EXISTING GRAVEL

CAMPGROUND ROADWAY

EXISTING VAULT TOILETS

EXISTING CONCRETE

PAD AND WALKWAY

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CAMP HOSE SITE2

C102

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WELL HOUSE SITE3

C102

KEY NOTES:

1. PROVIDE NEW 40 FT BY 40 FT GRAVEL RV PAD, PER DETAIL

SHEET 4/C501.

2. PROVIDE NEW GRAVEL APRON CONNECTING NEW GRAVEL

RV PAD TO EXISTING GRAVEL ROAD, SEE SHEET C104.

3. PROVIDE NEW 16 FT BY 16 FT CABANA ON CONCRETE PAD,

PER SHEET S102.

4. PROVIDE 8 FT PICNIC TABLE XT/G-8 (PILOT ROCK OR

APPROVED EQUAL) PER DETAIL 10/C502.

5. PROVIDE 30"X48" UTILITY TABLE (PILOT ROCK ULT-3 OR

APPROVED EQUAL) PER DETAIL 11/C502.

6. PROVIDE STEEL RING FIRE PIT WITH PIN ANCHORS, PER

DETAIL 9/C501.

7. PROVIDE 2,000 GAL. TRAFFIC RATED SEPTIC VAULT PER

C103.

8. PROVIDE SEPTIC SERVICE CONNECTION PER C103.

9. PROVIDE YARD HYDRANT TO CAMP HOST SITE PER C103.

10. PROVIDE RV ELECTRICAL SUPPLY PEDESTAL PER C103.

11. PROVIDE NEW GRAVEL ACCESS TO WELL HOUSE, PER

DETAIL 6/C501.

12. PROVIDE NEW 6'X8' CONCRETE PAD PER DETAIL 7/C501.

13. PROVIDE NEW CONCRETE TRANSFORMER PAD PER

UTILITY PROVIDER REQUIREMENTS.

14. PROVIDE WELL HOUSE PER STRUCTURAL DRAWINGS WITH

FFE = 4110.50.

15. PROVIDE 5'X8' CONCRETE PAD PER DETAIL 7/C501.

16. NEW POTABLE WATER WELL PER PROFILE 1/C301.

38'-6"40'

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CAMP HOST SITE2

C103

WELL HOUSE SITE3

C103

10'010'

WELL HOUSE

FFE = 4110.50'

KEY NOTES:

1. PROVIDE NEW 2,000 GAL. TRAFFIC RATED SEPTIC VAULT AND

SEWER HOOK UP, PER DETAIL 14/503.

2. PROVIDE NEW WATER SERVICE LINE AND HYDRANT FOR RV

HOOK UP, PER DETAIL 13/C503.

3. NEW RV PEDESTAL PER SHEET E101 AND DETAIL 4/E201.

4. PROVIDE NEW WELL HOUSE, SEE SHEET S101 AND P101.

5. PROVIDE NEW POTABLE WATER WELL, SEE SHEET C301.

6. PROVIDE ~580 LF OF NEW 1” HDPE DR 11 WATER PIPE TO FEED

CAMP HOST SITE PER DETAIL 1/C501.

7. INSTALL 1" TEE TO SPLIT MAIN INTO SERVICE LINES AS NEEDED

PER DETAIL 12/C503.

8. PROVIDE A NEW 5'X5' CONCRETE PAD FOR TRANSFORMER PER

UTILITY PROVIDER REQUIREMENTS.

9. PROVIDE 1" PVC DRAIN PIPE AND FLAP VALVE OR APPROVED

EQUIVALENT.

10. PROVIDE BOLLARDS PER STRUCTURAL DRAWINGS.

10'

MIN.

20' 10'

30'030'

C103

SITE UTILITY PLAN1

C103

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AutoCAD SHX Text PLOT DATE:6/15/2021 10:01 AM PLOTTED BY:Alfredo Rico 6/15/2021 10:01 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\016 Cedar Point Campground\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\C-103

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C103

106 107

POINT TABLE

POINT #

NORTHING

314441.49

314418.32

314401.49

314402.82

314418.32

314401.49

314429.49

314401.49

314409.49

EASTING

1642368.26

1642367.25

1642327.25

1642344.08

1642367.25

1642405.79

1642344.08

1642355.25

1642327.25

1642349.08

1642344.08

ELEVATION

4102.25

4101.75

4103.35

4103.45

4101.75

4101.50

4101.75

DESCRIPTION

POINT TABLE

POINT #

NORTHING

314350.31

314367.25

314357.01

314342.43

314337.28

314338.48

314321.33

314315.93

314333.08

314333.17

314338.31

314349.11

314341.17

314336.89

314334.31

314338.60

EASTING

1642859.56

1642837.81

1642840.54

1642833.12

1642830.03

1642828.03

1642817.74

1642826.75

1642837.03

1642836.89

1642839.98

1642847.40

1642849.65

1642847.08

1642851.37

1642853.94

ELEVATION

4110.50

4110.27

4110.35

4110.50

4110.35

4110.50

DESCRIPTION

SURVEY CONTROL

POINT #

NORTHING

314445.00

314334.15

314278.08

EASTING

1642903.14

1642914.99

1642780.84

ELEVATION

4110.64

4112.96

4107.87

DESCRIPTION

CONTROL POINT

NEW 40 FT X 40 FT

GRAVEL RV PAD

NEW 16 FT X 16 FT CABANA WITH

PICNIC TABLE ON CONCRETE PAD

10'010'

FIRE PIT

NEW GRAVEL APRON BETWEEN

RV PAD AND EXISTING ROADWAY

CAMP HOST SITE1

C104

WELL HOUSE SITE2

C104

10'010'

WELL HOUSE

FFE = 4110.50'

NEW GRAVEL ACCESS

TO WELL HOUSE, PER

DETAIL 6/C501

R50'

16'-10"

40'

10'-6"

20'

R8'

* SURVEY CONTROL POINTS NOT SHOWN IN PLAN

38'-6"

12'

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C104

8" CASING

APPROX. STATIC W.L. = 172'

(OCT 1975)

8" CASING

THIS PROFILE WAS COMPILED FROM WELL RECORDS PROVIDED BY

BLM. ACTUAL WELL CONSTRUCTION DETAILS MAY VARY. CONTRACTOR

SHALL VERIFY AS NEEDED PRIOR TO CONSTRUCTION.

PUMP INLET AT 210' DEPTH

25'

20'

40'

35'

55'

45'

COMPLETED

DEPTH

225'

GRAY BASALT

BROWN SAND

GRAY BASALT

BROWN

SAND

HARD GRAY

BASALT

HARD BROKEN ROCK

WATER BEARING LAYER

HARD ROCK

NO WATER

WELL HOUSE FLOOR

EL = 4110.50'

SCREENED WELL INTERVAL AS DETERMINED APPROPRIATE TO

ACTUAL CONDITIONS REVEALED AFTER DRILLING. INSTALL TYPE

304 STAINLESS STEEL CONTINUOUS WIRE SLOTTED WELL SCREEN.

1 1/2" COLUMN PIPE

NEW WELL PUMP

CHECK VALVE

POLYPROPYLENE AIR LINE STRAPPED TO

COLUMN PIPE AT 10' CENTER TO CENTER WITH

S.S. BANDS . TERMINATE AT PUMP INLET.

SECURE UNDER WELL CAP.

PROVIDE VENTED WELL CAP

BAKER P/N 8W9SM

SCALE: NTS

WELL PROFILE DETAIL1

C301

NOTES:

1. WELL FACE PIPING AND COLUMN PIPE TO BE SCHEDULE 80 CPVC WITH

THREADED JOINTS. INJECTION PIPING TO BE SCHEDULE 80 PVC WITH

GLUED JOINTS. UNDERGROUND PIPING TO BE HDPE.

2. CONTRACTOR TO PROVIDE COMPLETE WORKING SYSTEM. DESIGN WELL

PUMP AND DISCHARGE BASED ON PERFORMANCE OF THE COMPLETED

WELL AND FUTURE USE OF THE COMPLETED WELL. PRELIMINARY DESIGN

WITHOUT THIS INFORMATION WOULD INCLUDE GRUNDFOS 35S30-11

SUBMERSIBLE PUMP IN STAINLESS STEEL PN/98924273.

36" TO TOP OF PIPE (MIN)

1 1/2" PUMP DISCHARGE

LINE TO WELL HOUSE

WELL

HOUSE

EXISTING GRADE

~4110.00'

INSTALL PITLESS ADAPTER TO 8"

CASING. PROVIDE BAKER MONITOR,

NSF APPROVED WITH SWING JOINTS

18" MIN

SEE SHEET P101 FOR

CONTINUATION

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C301

EXISTING GROUND

M I N

EXISTING GROUND

BEDDING

TYPE A3 AGGREGATE

TYPE S1 FILL

PIPE SIZE AND CLASS AS

CALLED FOR ON PLANS AND

IN SPECIFICATIONS

MINIMUM TRENCH WIDTH

OUTSIDE DIA. OF PIPE +2'

FOUNDATION MATERIAL

TYPE A1 REQUIRED ONLY

WHEN CALLED FOR ON THE

DRAWINGS OR REQUIRED BY

THE ENGINEER

SEE SURFACE REPAIR

DETAILS THIS SHEET OR

AS SHOWN ON OTHER

DRAWINGS

SLOPE AND/OR SUPPORT

TRENCH AS REQUIRED

TO CONFORM TO

FEDERAL, STATE AND

LOCAL REGULATIONS

6" MINIMUM OF TYPE A2

AGGREGATE COMPACT TO 95%

ASTM D698 DENSITY

EXISTING SURFACE

TYPE S1 FILL, COMPACTED TO 95%

ASTM D698 DENSITY

SEE TRENCH DETAIL THIS SHEET

FOR BEDDING AND FOUNDATION

REQUIREMENTS

EXISTING SURFACE

TYPE S1 FILL,

COMPACTED TO 95%

ASTM D698 DENSITY

SEE TRENCH DETAIL THIS

SHEET FOR BEDDING AND

FOUNDATION REQUIREMENTS

TYPE S2 FILL,

COMPACTED TO 85%

ASTM D698 DENSITY

1'-0"

MIN.

(TYP)

REPLACE TOPSOIL TO 12" MIN. DEPTH

OR MATCH EXISTING, WHICH EVER IS

GREATER. SLIGHTLY MOUND

DISTURBED AREA

12"

#12 INSULATED COPPER

LOCATING WIRE LOOPED

UP AT VALVES AND

STRUCTURES. VERIFY

CONTINUITY WITH

ENGINEER (TYP. POTABLE

WATER PRESSURE MAIN)

3" MIN BETWEEN

WATER AND POWER

PLAN VIEW

FRONT ELEVATION PERSPECTIVE

15 1/8" 45 9/16"

SIDE ELEVATION

COOKING GRATE ROTATED

AT 180°

PERSPECTIVE

FIRE GRATE INSIDE RING

TO RAISE FIRE TO WORKING HEIGHT,

REMAINING FIRE BARRIER OF 11 1/4"

26 3/8" OD

30 9/16" OD

32 3/8" OD

COOKING GRATE ROTATES 180°

TO OUTSIDE FIRERING

COOKING GRATE ROTATES

180° TO OUTSIDE FIRERING

8" DIA. X 16"

CONCRETE FOOTING (MIN)

3" DEEP COARSE

AGGREGATE FILL

SCALE: NTS

TYPICAL TRENCH DETAIL1

C501

SCALE: NTS

GRAVEL SURFACE REPAIR2

C501

SCALE: NTS

NATURAL GROUND SURFACE REPAIR3

C501

SCALE: NTS

TYPICAL CONCRETE SLAB7

C501

SCALE: NTS

FIRE RING9

C501

6" OF 1" MINUS BASE MATERIAL

40'

SLOPE EDGES AT

2H:1V

SLOPE EDGES AND ROUTE

DRAINAGE AROUND PAD

AS REQUIRED

TO CATCH

EXISTING

AS REQUIRED TO CATCH

EXISTING

SCALE: NTS

GRAVEL RV PAD4

C501

PIT RUN AS REQUIRED TO

CATCH EXISTING

PROOF ROLLED

EXISTING GROUND

40'

16'-10"

16'X16' CABANA ON

CONCRETE PAD

SCALE: NTS

SECTIONA

C501

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. THIS DRAWINGS IS INTEDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN

PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

3. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENTS BUT MUST BE REVIEWED

AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 2758-024.

SCALE: NTS

NEW PUMP HOUSE GRAVEL ACCESS6

C501

ROADWAY SECTION

PER DETAIL 5/C501.

TYPICAL CROWN - 2% MIN 4% MAX

VARIES

8' MIN.

MIN.

SCALE: NTS

GRAVEL ACCESS DETAIL5

C501

4" MIN CRUSHED

AGGREGATE BASE COURSE

8" MIN AGGREGATE

PIT RUN MATERIAL

SUBGRADE COMPACT

TO FIRM UNYIELDING

SCALE: NTS

SHEAR ONLY CONCRETE CONNECTION8

C501

CONCRETE SLAB PER PLAN

BASE COURSE PER PLAN

ADJACENT CONCRETE MUST

BE ≥ 6" THICK

HAMMER DRILL AND FRICTION FIT

REBAR TO A MINIMUM DEPTH OF 4" MIN

24" DOWEL SIZE AND SPACING TO MATCH

CONCRETE REINFORCING #4 REBAR AT 18" OC MIN.

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH #4 BARS

@ 12" O.C. EACH WAY

SHEAR CONNECTION PER DETAIL 8/C501

AND LOCATED PER PLAN

BUILDING FOOTING AND SLAB

PER STRUCTURAL PLAN AND

DETAILS WHERE APPLIES1/2" (TYP)

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

SLOPE AT 2H:1V

8'-0"

5'-0"

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C501

48"

MOUNTING

HOLES PER

MANUFACTURER

PERSPECTIVE PLAN VIEW

SIDE ELEVATION FRONT ELEVATION

SCALE: NTS

PICNIC TABLE10

C502

96"

62 5/8"

PILOT ROCK XT/G-8 TABLE OR

APPROVED EQUAL

SCALE: NTS

UTILITY TABLE11

C502

PILOT ROCK ULT3 UTILITY

TABLE OR APPROVED EQUAL

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C502

TYPICAL FROST FREE RV HYDRANT

FINISHED GRADE

I N

± 6"

WATER

POTABLE

NOTES:

1. MATERIAL TO BE SEMI-RIGID BUTYRATE OR

APPROVED EQUAL AS MANUFACTURED BY

SETON NAME PLATE CORP., NEW HAVEN

CONN., 06505, W.H. BRADY CO.,

MILWAUKEE, WIS. 53201.

2. BACKGROUND TO BE WHITE WITH BLUE

LETTERING 1 3/4" HIGH.

NOTES:

1. ABOVE GROUND PARTS SHALL BE PAINTED. COLOR

SELECTED BY GOVERNMENT.

2. HYDRANTS SHALL BE LEAD FREE.

3. COORDINATE LOCATION OF HYDRANT IN FIELD WITH

GOVERNMENT.

4. PROVIDE AND INSTALL TRANSITION PIECE(S) NECESSARY

TO CONNECT HYDRANT TO WATER MAIN, SHALL BE HDPE,

GALVANIZED, OR BRASS.

1 1/2" GALVANIZED STEEL PIPE

1" HDPE SERVICE LINE

SLOPE

BACKFLOW PROTECTED AUTOMATIC

DRAINING FREEZELESS SANITARY YARD

HYDRANT FOR POTABLE WATER USE.

WOODFORD YARD HYDRANT MODEL S3

(OR APPROVED EQUAL)

1" WATER MAIN

1" TEE AT MAIN

BRASS TO GALVANIZED

DIELECTRIC PIPE COUPLING

4"x4"x4'-6" TREATED

REDWOOD POST

S.S. STRAPS

CUT AT 45°

BOLT "POTABLE

WATER" SIGN TO POST

PLAN LAYOUT B

PLAN LAYOUT A

SCALE: NTS

YARD HYDRANT13

C503

SCALE: NTS

2,000 GAL SEPTIC VAULT & SEWER HOOK UP14

C503

4" LOCKABLE CAST METAL

RV SITE SEWER CAP

FINISH GRADE

GRADE AWAY FROM LID

SEWER RING AND LID

D&L FOUNDRY A-1055 (OR APPROVED EQUAL)

BOLT DOWN LID, ONE VENT HOLE

8" PRECAST GRADE RING

2,000 GAL SEPTIC VAULT,

OLDCASTLE PRECAST OR

APPROVED EQUAL

1" MINUS AGGREGATE

BEDDING, 3" MIN.

NATIVE MATERIAL

4" SEWER PIPE

11'

1'-5"

12"Ø X 9"

CONCRETE COLLAR

SCALE: NTS

MAIN/SERVICE TEE12

C503

CAP NORTH LEG OF TEE FOR

FUTURE SERVICE TO NORTH

INSTALL 1" TEE

1" DISTRIBUTION LINE FROM

WELL HOUSE

1" SERVICE LINE TO

CAMP HOSE SITE

INSTALL 1" CURB STOP

WITH BOX AND COVER

1" SERVICE LINE TO

CAMP HOSE SITE

INSTALL 1" CURB STOP

WITH BOX AND COVER

CAP NORTH LEG OF TEE FOR

FUTURE SERVICE TO NORTH

INSTALL 1" TEE

1" DISTRIBUTION LINE FROM

WELL HOUSE

CXT 10'-6" X 20'-0" SCHWEITZER STANDARD

BUILDING OR APPROVED EQUAL

PREPARED

SUB-GRADE

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL

PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE

SHALL BE PROVIDED. SUB-BASE SHALL BE A MINIMUM 6" THICK AND

CONSIST OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95% OF OPTIMUM

DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF

SUB-BASE SHALL BE UNIFORMLY LEVEL, NOT VARYING MORE THAN 1/2"

FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET

FOR SUB-BASE REQUIREMENTS DURING BUILDING PLACEMENT.

SUB BASE THICKNESS

VARIES, 6" MINIMUM

2'-0"

TYPICAL

SCALE: NTS

TYPICAL PRE-MANUFACTURED BUILDING15

C503

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C503

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS PRIOR TO

COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN THE SITE AND DRAWINGS

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER (CO) PRIOR TO

CONSTRUCTION. CONDITIONS NOTED AS “EXISTING” ON THE DRAWINGS SHALL BE FIELD

VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CO

OF ANY DISCREPANCIES AND NOT PROCEED WITH CONSTRUCTION UNTIL FURTHER

DIRECTION IS PROVIDED.

2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND,

UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE

CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION

WORKERS, AND THE STRUCTURE DURING CONSTRUCTION.

3. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN

CONSIDERED BY THE ENGINEER. THE ENGINEER SHOULD BE CONSULTED FOR INTERIM

DESIGN FOR LOADS APPLIED TO AN UNFINISHED STRUCTURE.

4. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND

CONSENT OF THE GOVERNMENT.

5. WRITTEN APPROVAL FROM THE GOVERNMENT IS REQUIRED PRIOR TO MAKING ANY

CHANGES OR DEVIATING FROM THE STRUCTURAL PLANS AND SPECIFICATIONS.

6. PROVIDE SPECIAL INSPECTION WHERE REQUIRED BY IBC, SECTION 1704.

7. NO FRAMING OF ANY TYPE SHALL BE CONCEALED PRIOR TO INSPECTION BY THE

GOVERNING AGENCIES.

8. FINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION AT A MINIMUM OF 2% FOR

IMPERVIOUS SURFACES AND 5% FOR SOIL FOR A MINIMUM OF 10 FEET.

CODES AND DESIGN CRITERIA:

1. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2018 INTERNATIONAL BUILDING

CODE (IBC).

2. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING DESIGN CRITERIA:

A. CODES AND STANDARDS

I. 2018 INTERNATIONAL BUILDING CODE

II. ACI 318-11

III. ASTM (LATEST EDITION)

B. LATERAL LOADS

I. SEISMIC DESIGN:

1. DESIGN CATEGORY = B

2. R = 3.5

3. SOIL PROFILE TYPE = D

II. WIND:

1. WIND SPEED = 115 MPH (3 SEC GUST)

2. WIND EXPOSURE = C

3. IMPORTANCE FACTOR = 1.0

C. LIVE LOADS:

I. SNOW ROOF: 20 PSF

II. MEZZANINE FLOOR: 125 PSF

III. OFFICE FLOOR: 100 PSF

IV. RESIDENCE: 40 PSF

FOUNDATION NOTES:

1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4,000 PSI. NOTE

THAT THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE

CONDITIONS, PER THE SOILS ENGINEER OR BUILDING OFFICIAL. FOR SPECIAL

EXPOSURES, REFER TO TABLES FOUND IN IBC SECTION 1904.

2. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. BY ARCHITECTURAL

SPECIFICATIONS.

3. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 4” AND BE REINFORCED

WITH #4 BARS @ 18" O.C.

4. ALL SLABS ON GRADE SHALL BE PLACED OVER 6” MINIMUM FREE DRAINING AGGREGATE

BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY.

5. A MOISTURE BARRIER (10 MIL MINIMUM) SHALL BE PLACED OVER THE SUBGRADE TO

PROVIDE A CONTINUOUS MOISTURE BARRIER UNDER THE SLAB AT AREAS REQUIRING

MOISTURE PROTECTION. CARE MUST BE TAKEN TO ASSURE THAT THE MOISTURE

BARRIER DOES NOT BECOME TORN AND ENTANGLED WITH REINFORCING. A 2”

GRAVEL/SAND LAYER ABOVE THE MOISTURE BARRIER CAN BE PROVIDED TO HELP

PROTECT AGAINST TEARS AND ENTANGLEMENTS.

6. ALL UNDERGROUND STRUCTURES SHALL BE APPROPRIATELY WATERPROOFED PER IBC

SECTION 1807.

7. ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE GEOTECHNICAL

ENGINEER'S GUIDELINES OR A MINIMUM OF THE UPPER 12” OF SOILS BEING SCARIFIED,

MOISTURE CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE, AND UNIFORMLY

COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM

D-698.

8. PREPARE ALL SUBGRADE SOILS PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS,

PRIOR TO PLACEMENT OF FILLS SOILS, FOUNDATION REINFORCEMENT, OR CONCRETE.

9. FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL/STRUCTURAL

DRAWINGS. STRUCTURAL ENGINEER HAS NOT ASSUMED ANY LIABILITY WITH RESPECT TO

THESE DIMENSIONS. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH THE

ARCHITECTURAL/STRUCTURAL DRAWINGS.

CONCRETE NOTES:

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

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

2.1. NO ENTRAINED AIR REQUIRED IN CONCRETE PLACED IN INTERIOR TROWELED FLOOR

SLABS.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM

C-150 TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER.

AGGREGATE SHALL CONFORM TO ASTM C-33.

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

USED.

5. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONCRETE CONTRACTOR SHALL DAMPEN SAND UNDERLAYMENT PRIOR TO CONCRETE

PLACEMENT TO ASSIST UNIFORM CONCRETE CURING.

7. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

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

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

10.REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN

CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

11.WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 2' MAXIMUM DEPTH.

12.CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE

PLACING CONCRETE IN BEAMS, SPANDRELS, OR SLABS SUPPORTED THEREON.

13.HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED.

14.DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH

SAME SIZE BAR.

15.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.

16.WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50.

17.PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE

SLAB IS PLACED.

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS

SPECIFICALLY NOTED OTHERWISE. ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT

CONTRACTOR'S OPTION UNLESS THE GRADE IS SPECIFICALLY NOTED OTHERWISE.

2. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A-706, UNLESS

SPECIFICALLY NOTED OTHERWISE. OTHER GRADES, IF ALLOWED, SHALL HAVE A

MAXIMUM CARBON EQUIVALENT OF 0.55% PER ANSI/AWS D1.4-98 SECTION 1.3.4.2.

WELDING ELECTRODES SHALL BE LOW - HYDROGEN, AND SHALL BE E90XX FOR GRADE 60

REINFORCING STEEL, AND E70XX FOR GRADE 40. WIRE MESH SHALL CONFORM TO ASTM

A-185.

3. 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:

I. #5 BARS AND SMALLER 1-1/2”

II. #6 BARS AND LARGER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

I. SLABS, WALLS, AND JOISTS

1. #11 BARS AND SMALLER 3/4”

2. #14 BARS AND LARGER 1-1/2”

II. COLUMNS AND BEAMS 1-1/2”

III. SHELLS, FOLDED PLATE MEMBERS:

1. #5 BARS AND SMALLER 1/2”

2. #6 BARS AND LARGER 3/4”

4. 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. SPLICE

CONTINUOUS BARS IN SPANDREL BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT

MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER

SHALL BE CONTINUOUS FOR THE FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2

MESHES WIDE.

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

6. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING

MAY BE UNIFORMLY PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI

RECOMMENDATIONS.

CONCRETE MASONRY NOTES:

1. CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE

AMERICAN CONCRETE INSTITUTE (ACI) 530.

2. ALL CONCRETE MASONRY UNITS ARE TO BE SPLIT FACED UNITS WITH A STANDARD

INTEGRAL COLOR. COORDINATE COLOR WITH ARCHITECTURAL DRAWINGS AND CO.

3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C 90 AND SHALL BE MADE WITH

LIGHTWEIGHT AGGREGATE. MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASONRY

UNITS SHALL BE 1,900 PSI AT 28 DAYS.

4. COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY THE UNIT STRENGTH

METHOD AS SET FORTH IN ACI 530.1. THE NET AREA COMPRESSIVE STRENGTH OF

MASONRY, f'm, SHALL BE 1,500 PSI AT 28 DAYS.

5. MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C270, PROPORTIONS OR

PROPERTIES SPECIFICATION.

6. GROUT SHALL COMPLY WITH ASTM C 476 PROPERTIES SPECIFICATION, OR SHALL BE

PROPORTIONED TO OBTAIN A DOCUMENTED 28 DAY COMPRESSIVE STRENGTH OF 2,000

PSI.

7. UNLESS OTHERWISE SHOWN, ALL MASONRY SHALL BE LAID IN RUNNING BOND.

8. ALL CELLS SHALL BE GROUTED SOLID. GROUT PROCEDURE SHALL COMPLY WITH ACI 530.1.

9. PROVIDE REINFORCING BARS OF THE GIVEN SIZE AND SPACING SHOWN.

10.PROVIDE DOWELS FROM FOUNDATION TO MATCH VERTICAL WALL REINFORCING SIZE AND

SPACING.

11.PROVIDE STANDARD 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCING IN CMU

WALLS AT 16 INCHES ON CENTER AND IN TWO JOINTS IMMEDIATELY ABOVE AND BELOW

ALL OPENINGS, EXTENDING A MINIMUM OF 2 FEET BEYOND THE JAMB ON EACH SIDE OF

THE OPENING, EXCEPT AT CONTROL JOINTS.

12.PROVIDE HORIZONTAL BOND BEAMS WITH CONTINUOUS REINFORCING AS SHOWN IN THE

SECTIONS AND DETAILS. DISCONTINUE ALL HORIZONTAL REINFORCING AT CONTROL

JOINTS EXCEPT FOR THE BOND BEAMS AT JOIST BEARING ELEVATIONS.

13.DO NOT LOCATE CONTROL JOINTS WITHIN TWO FEET OF TRUSS BEARING LOCATIONS.

14. ALL OPENINGS, JOINTS ...ETC. ARE TO BE FLASHED, COUNTER FLASHED AND CAULKED AS

REQUIRED TO PROVIDE A WEATHERPROOF SEAL.

15.SHORE OPENINGS CONTINUOUSLY UNTIL ENTIRE WALL CONSTRUCTION IS COMPLETE AND

GROUT HAS ATTAINED DESIGN STRENGTH.

PRE-ENGINEERED WOOD TRUSS NOTES:

1. THE WOOD TRUSS SYSTEM SHALL BE DESIGNED BY THE TRUSS MANUFACTURER TO THE

LOADS GIVEN BELOW AND CONFIGURATIONS SHOWN ON PLANS.

2. TOP & BOTTOM TRUSS CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY, G=0.50 (E.G.

DOUGLAS FIR-LARCH).

3. TRUSS SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED

TO THE GOVERNMENT FOR REVIEW PRIOR TO FABRICATION OF TRUSSES. ALL REQUIRED

BRACING, CROSS-BRIDGING AND BEARING IMPROVEMENTS SHALL BE SHOWN ON THE

TRUSS DRAWINGS. CALCULATIONS AND DRAWINGS SHALL BE SIGNED BY A STRUCTURAL

ENGINEER REGISTERED IN THE STATE OF IDAHO.

4. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS IN ADDITION TO THE TRUSS

SELF WEIGHT:

ROOF TRUSSES:

TOP CHORD: DL= 13 PSF LL= 20 PSF (SNOW)

BOTTOM CHORD: DL= 2 PSF LL= 5 PSF

BOTTOM CHORD LIVE LOAD NEED NOT BE CONSIDERED TO ACT CONCURRENTLY

WITH TOP CHORD LIVE LOAD. SEE ARCHITECTURAL, MECHANICAL AND FIRE

PROTECTION/SPRINKLER DRAWINGS (IF APPLICABLE)FOR LOCATIONS AND

WEIGHTS OF ADDITIONAL LOADS. EXAMPLES INCLUDE SPRINKLER MAINS,

CONSTRUCTION LOADS, ETC. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE

LOADS OR L/240 FOR TOTAL LOADS. ALLOWABLE STRESS INCREASE FOR

DURATION OF ROOF LIVE LOAD SHALL BE: 1.15

5. THE DESIGN AND FABRICATION OF WOOD TRUSSES SHALL CONFORM TO THE

REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. ALL

CONNECTORS USED SHALL HAVE ICC APPROVAL AND CONNECTOR ICC REPORTS SHALL BE

SUBMITTED WITH TRUSS CALCULATIONS. SUFFICIENT BEARING AREA SHALL BE PROVIDED

SO THAT THE BEARING STRESSES ON THE TRUSS AND SUPPORTING MEMBERS DO NOT

EXCEED THE MAXIMUM BEARING STRESS ALLOWED BY THE IBC.

6. THE TRUSS SYSTEM PROVIDED SHALL BE A COMPLETE FRAMING SYSTEM INCLUDING

TRUSSES, BRACING, CROSS-BRIDGING, TRUSS HANGERS AND CONNECTIONS. SEE

ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZES AND LOCATIONS OF OPENINGS

NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE OPENINGS WITH ACTUAL

MECHANICAL UNITS SELECTED FOR INSTALLATION. FRAMING SHALL BE SIMILAR TO

OPENINGS SHOWN ON PLANS OR TRUSS MANUFACTURER MAY SUBMIT ALTERNATE

FRAMING TO BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OF

TRUSSES.

7. THE CONTRACTOR SHALL INSTALL ALL REQUIRED BRACING INCLUDING BRACING SPECIFIED

BY THE TRUSS MANUFACTURER, BRACING SHOWN ON THESE PLANS AND BRACING

REQUIRED FOR STABILITY DURING ERECTION.

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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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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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AutoCAD SHX Text PLOT DATE:6/15/2021 8:10 AM PLOTTED BY:Alfredo Rico 6/15/2021 8:10 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\016 Cedar Point Campground\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\S-001

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GENERAL STRUCTURAL NOTES

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CEDAR POINT CAMP HOST SITE IMPROVEMENTS

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TWIN FALLS DISTRICT

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IDAHO

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NORTH WIND IDAHO FALLS

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S001

SCALE: NTS

WELL HOUSE PLAN VIEW PLAN1

S101

GENERAL NOTES

1. BUILDING IS A (10 1/2' X 20') PREFABRICATED ENCLOSURE MADE

BY CXT OR APPROVED EQUAL.

2. BUILDING SHALL BE PLACED ON AGGREGATE BASE PER CIVIL

DRAWINGS.

3. COORDINATE ALL FLOOR AND…

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File details come from the government source that posted it. Updated Jun 3, 2024.