Draft_Drawings_1.pdf

PDF 13 MB Posted Apr 26, 2022

Attached to: JARVIE CONTACT STATION CONSTRUCTION Federal contract opportunity
Solicitation number: 140L0622R0030
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for construction services. The solicitation number is 140L0622R0030 for the Jarvie Contact Station Construction project managed by the Bureau of Land Management, National Office within the Department of the Interior. The opportunity type is listed as a Special Notice. No other details are provided on response dates, award dates, pricing terms, set asides, or incumbent contractors. The related file references preliminary drawings but does not include further content details.

View the file

Other files for this federal contract opportunity

Other files attached to JARVIE CONTACT STATION CONSTRUCTION, newest first.
File	Type	Posted
A14_Sources_Sought_22R0030_Jarvier_Contact_Station_26April2022_1.pdf	PDF	Apr 26, 2022
Draft_Specifications_1.pdf	PDF	Apr 26, 2022

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.

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT LOCATION PROJECT VICINITY - BROWNS PARK ROAD, DUTCH JOHN, UTAH SITE ACCESS - 40°53'58.15"N, 109°10'37.49" W

DESIGNERS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

JARVIE RANCH CONTACT STATION

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:3/24/2022 11:26 AM PLOTTED BY:Alfredo Rico 3/24/2022 11:26 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\040 Jarvie Ranch Contact Station\2.0 Drawings\2.1 CAD\G-001

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text G001

AutoCAD SHX Text

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

INDEX OF DRAWINGS

GENERAL

G001 COVER SHEET

G002 SHEET INDEX

CIVIL

C001 CIVIL NOTES

C101 EXISTING CONDITIONS

C102 SITE DEMOLITION PLAN

C103 OVERALL SITE PLAN

C104 SITE GRADING/COORDINATION PLAN

C501 CIVIL DETAILS

C502 CIVIL DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 GENERAL NOTES CONTINUED

S003 TYPICAL DETAILS

S004 TYPICAL DETAILS

S005 TYPICAL DETAILS

S201 FOUNDATION PLAN

S202 ROOF FRAMING PLAN

S301 SECTIONS

S302 SECTIONS

ARCHITECTURAL

GI-003 GENERAL INFORMATION

GI-101 LIFE SAFETY PLAN

GI-501 WALL TYPES

GI-701 ACCESSIBILITY COMPLIANCE

AE101 FLOOR PLAN

AE110 DIMENSION PLAN

AE121 ROOF PLAN

AE151 REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE251 INTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE351 WALL SECTIONS

AE501 PLAN DETAILS

AE511 SECTION DETAILS

AE512 SECTION DETAILS

AE601 DOOR SCHEDULES

AF101 FINISH FLOOR PLAN

PLUMBING

P001 PLUMBING LEGEND

P101 PLUMBING SUPPLY PLAN

P102 PLUMBING WASTE AND VENT PLAN

P401 PLUMBING CALLOUTS

P402 PLUMBING SUPPLY ISOMETRIC

P403 PLUMBING WASTE AND VENT ISOMETRIC

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

MECHANICAL

M001 MECHANICAL LEGEND

M101 MECHANICAL FLOOR PLANS

M401 ENLARGED MECHANICAL VIEWS

M501 HVAC DETAILS

M502 HVAC DETAILS

M503 HVAC DETAILS

M601 HVAC SCHEDULES

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS, LEGENDS AND GENERAL NOTES

ED101 ELECTRICAL DEMO SITE PLAN

ED601 DEMO PARTIAL SINGLE LINE DIAGRAM

ED602 DEMO ELECTRICAL SCHEDULES

E101 ELECTRICAL SITE PLAN

E102 VISITOR CENTER POWER PLAN

E103 VISITOR CENTER LIGHTING PLAN

E104 VISITOR CENTER SYSTEMS PLAN

E501 ELECTRICAL DETAILS

E601 PARTIAL SINGLE LINE DIAGRAM

E602 ELECTRICAL SCHEDULES

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text A

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text B

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text PLOT DATE:3/24/2022 11:25 AM PLOTTED BY:Alfredo Rico 3/24/2022 11:25 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\040 Jarvie Ranch Contact Station\2.0 Drawings\2.1 CAD\G-002

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text

AutoCAD SHX Text G002

GENERAL 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. 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

GOVERNMENT.

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE BASED ON SURVEY PROVIDED BY THE GOVERNMENT. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CALL BLUE STAKES OF UTAH AT 811 A MINIMUM OF 2 DAYS 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. CONTRACTOR 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 SPECIFICATIONS. AT THE REQUEST OF THE GOVERNMENT, CONTRACTOR SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET

FORTH.

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

CONCRETE.

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

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

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

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

12. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE

ARCHITECTURAL BARRIERS ACT (ABA) GUIDELINES AND REQUIREMENTS.

13. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT

BEEN CONSIDERED BY THE GOVERNMENT AND DESIGNER.

14. 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), IF REQUIRED, 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.

CIVIL NOTES:

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

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

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

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

3.2. 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 UTAH ADMINISTRATIVE CODE.

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

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

3.5. THE CONTRACTOR IS RESPONSIBLE FOR:

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

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

CONCRETE NOTES:

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

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

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: AASHTO M 85 OR ASTM C-150 TYPE 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”

2. 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.

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

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING FIELD OBSERVATION, TOPO GATHERED DURING DESIGN, AND GOVERNMENT PROVIDED SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF SURFICIAL INFORMATION SHALL BE FIELD

VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

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

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY PROVIDED BY GOVERNMENT. COORDINATE SURVEY DATUMS

AND CONTROL WITH GOVERNMENT.

4. 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.

SURVEY NOTES

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

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 IN THE LOCATION SPECIFIED BY THE GOVERNMENT 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.

AutoCAD SHX Text

CIVIL NOTES

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text C001

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

CP-2

5456.00

SS SS SS SS

SSSSSS

SS SS SS

UGP

U G

UGP

W M

CP-2

TP-3

5455.02

TP-2

5455.03

5456.32

TP-1

CONTROL POINT TABLE

POINT #

CP-1*

CP-2

CP-3*

NORTHING

1000.00

1095.82

1016.45

EASTING

2000.00

2435.60

2096.84

ELEVATION

5469.8

5456.0

5469.0

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

KEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAY/PARKING AREAS, UTILITIES,

STRUCTURES, AND OTHER FEATURES ARE SHOWN USING SITE SPECIFIC

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 PROVIDED BY THE GOVERNMENT. COORDINATE SURVEY

DATUMS AND CONTROL WITH GOVERNMENT.

LEGEND

EXISTING PARKING

LOT

EXISTING

RESTROOMS

EXISTING SEPTIC TANK

EXISTING SEPTIC

FIELD

NOTE: COORDINATES AND ELEVATIONS FOR THE PROJECT ARE SITE-SPECIFIC.

CONTROL POINT LOCATION (GOVERNMENT)

TEST PIT LOCATION (LBYD FEDERAL)

EXISTING POST AND RAIL FENCE

EXISTING SANITARY SEWER

EXISTING UNDERGROUND POWER

WATER VAULT

ABOVE GROUND TANK

MAIN ENTRANCE SIGN

ROCK COLLECTION

COUNTY ROAD

LIGHT POLE

BENCH

UGP

* NOT SHOWN ON PLAN.

5' 10'010'

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text A

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text B

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text PLOT DATE:3/24/2022 11:27 AM PLOTTED BY:Alfredo Rico 3/24/2022 11:27 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\040 Jarvie Ranch Contact Station\2.0 Drawings\2.1 CAD\C-101

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text C101

SS SS SS SS

SSSSSS

SS SS SS

UGP

U G

UGP

W M

X X

XXXXXX

X X

X X X X X X

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

EXISTING PARKING

LOT

EXISTING SEPTIC TANK

EXISTING SEPTIC

FIELD

MAIN ENTRANCE SIGN

ROCK COLLECTION

COUNTY ROAD

DEMOLITION KEYNOTES

1. DEMOLISH EXISTING RESTROOM FACILITY.

2. DEMOLISH SANITARY SEWER LINE TO EXISTING CLEANOUT.

3. DEMOLISH CLEANOUT.

4. REMOVE LIGHT POLE.

5. DEMOLISH EXISTING WELL INFRASTRUCTURE AND ALL APPURTENANCES AND CAP

WELL PER GOVERNMENT AND STATE REQUIREMENTS.

6. DEMOLISH TREE.

7. DEMOLISH UNDERGROUND ELECTRICAL CONDUIT. SEE SHEET ED101.

8. DEMOLISH BENCHES.

9. DEMOLISH EXISTING CONCRETE SIDEWALK. SAW CUT AT LOCATION SHOWN.

10. RETAIN AND PROTECT EXISTING TREE IF NECESSARY.

11. RETAIN AND PROTECT EXISTING DRAIN FIELD. EXACT LOCATION OF DRAINAGE FIELD

TO BE FIELD-VERIFIED.

12. RETAIN AND PROTECT EXISTING POST AND RAIL FENCE.

13. DEMOLISH EXISTING WATER LINE.

DEMOLITION NOTES

1. PARKING BARRIERS TO BE REMOVED BY GOVERNMENT.

2. MAINTAIN EXISTING UTILITY SERVICE THROUGHOUT THE SITE. COORDINATE ANY

OUTAGES WITH GOVERNMENT.

LEGEND

DEMOLITION AREA

LIMITS OF CONSTRUCTION

5' 10'010'

TEMPORARY FENCEX

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text A

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text B

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text C102

SS SS SS SS

SS SS SS

W M

COUNTY ROAD

W M

X X

X X X X X X

NOT FOR CONSTRUCTION

100%

DESIGN PHASE5' 10'010'

KEY NOTES:

1. PROVIDE NEW ~1,440 SF CONTACT STATION BUILDING. SEE ARCHITECTURAL

DRAWINGS.

2. PROPOSED LANDSCAPE AREA CONSISTING OF 4" MINUS COBBLE ROCK TO MATCH

EXISTING SITE, PLACED 6" THICK OVER 27 MIL. POLYPROPYLENE WEED FABRIC. SEE

DETAIL 14/C502.

3. PROVIDE NEW SIDEWALK AROUND BUILDING PERIMETER PER DETAIL 4/C501.

4. PROVIDE NEW SIDEWALK AND WALKWAY, TYP. SEE DETAIL 2/C501.

5. PROVIDE NEW CURB & GUTTER. SEE DETAIL 6/C501.

6. PROVIDE ONE VAN ACCESSIBLE CONCRETE PARKING SPACE (10' X 20') AND ACCESS

AISLE (8' X 20'), SEE DETAIL 3/C501. FOR STRIPING, SEE DETAILS 11/C502. FOR

SIGNAGE, SEE DETAIL 12/C502.

7. PROVIDE NEW 2" DOMESTIC WATER SERVICE LINE TO NEW BUILDING. COORDINATE

CONNECTION POINT WITH GOVERNMENT. SEE PLUMBING DRAWINGS FOR

BACKFLOW PREVENTER DETAILS.

8. PROVIDE 4" SANITARY SEWER SERVICE LINE TO PROPOSED CLEANOUT.

9. PROVIDE CLEANOUTS. SEE DETAIL 10/C502.

10. PROVIDE NEW VERTICAL CURB. SEE DETAIL 13/C502.

11. PROVIDE CURB DEPRESSION, SEE DETAIL 7/C501.

12. (4) PARKING STALLS PROVIDED. STRIPING SHOWN FOR REFERENCE ONLY.

1. ALL WET UTILITY MAINS SHALL BE PLACED PER DETAIL 8/C501.

2. ALL DRY UTILITY MAINS SHALL BE PLACED PER DETAIL 9/C501.

3. SEE ELECTRICAL PLANS FOR POWER AND COMMUNICATION CONNECTION

POINTS.

4. ALL SANITARY SEWER PIPE SHALL BE CONSISTENTLY SLOPED WITH A MINIMUM

1/4" PER FT, UNLESS NOTED OTHERWISE.

5. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 MINIMUM. PROVIDED

CLEANOUTS AS SHOWN ON PLANS.

6. WATER LINE SHALL BE HDPE SDR 11

GENERAL NOTES

PROPOSED

CONTACT STATION

FFE = 5457.5'

LEGEND

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

EXISTING POST AND RAIL FENCE

EXISTING GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE

PROPOSED WATER SERVICE (PROVIDED BY GOVERNMENT)

PROPOSED WATER SERVICE

PROPOSED SEWER SERVICE

PROPOSED CLEANOUT

R15.5'

R4.5' R1

.24

.74 ' 5.5'

6' 6'

10'

TYP.

LIMITS OF CONSTRUCTION

R10'

R18'

APPROXIMATE CONTROL JOINT LOCATIONS

9.3 3'

6.7 5'

74.72'

25'

29.5'

10'

TEMPORARY FENCEX X

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:3/24/2022 11:28 AM PLOTTED BY:Alfredo Rico 3/24/2022 11:28 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\70048 BLM AE IDIQ\040 Jarvie Ranch Contact Station\2.0 Drawings\2.1 CAD\C-103

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

SITE AND UTILITY PLAN

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

C103

X X

X X X

X X

W M

COUNTY ROAD

W M

X X

X X X X X X

2.0

1.2% 1.2%

1.0

1.5%

0.9

0.6% 0.5%

1.1

1.0%

5455.99

5456.29

5456.45

5456.06

5456.25

5457.06

5457.26

N: 1185.143 E: 2415.082

ELEV: 5457.33

N: 1183.159 E: 2447.625

ELEV: 5457.33

N: 1186.786 E: 2453.858

ELEV: 5457.26

N: 1139.126 E: 2444.940

ELEV: 5457.33

N: 1141.111 E: 2412.397

ELEV: 5457.33

5457.10

5456.70

5457.09

5456.00 5455.50

5456.20 5455.70

5456.40 5455.90

5456.70 5456.20

5455.87

5456.74 5456.24

5457.50 5457.00

5457.10 5456.60

5456.48

5456.53

N: 1189.944 E: 2465.396

ELEV: 5457.00

N: 1120.080 E: 2458.820

ELEV: 5456.24

INV. ELEV.: 5453.107

INV. ELEV.: 5454.77

5456.43 5455.93

5456.49 5455.99

5456.0

5455.9

5455.84

5455.81

5456.11

5455.94

5457.06

N: 1088.407 E: 2526.872

ELEV: 5455.67

N: 1104.127 E: 2541.521

ELEV: 5455.55

2.0

NOT FOR CONSTRUCTION

100%

DESIGN PHASE5' 10'010'

GRADING AND DRAINAGE KEY NOTES:

GENERAL NOTES:

PROPOSED

CONTACT STATION

FFE = 5457.50'

LEGEND

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

EXISTING GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE

PROPOSED GRADE %

PROPOSED SPOT ELEVATION

1.6%

5400.0 5400.0

GRADE TOP BACK OF CURB

GRADE BOTTOM OF CURB

5400.0

1. INSTALL CURB DEPRESSION PER DETAIL 7/C501.

2. MATCH EXISTING ELEVATIONS, TYP.

3. PROVIDE ADDITIONAL DRIVEWAY GRAVEL AND SLOPE TO SOUTHEAST.

1. SEE SHEET C001 FOR ALL APPLICABLE GRADING AND DRAINAGE NOTES.

2. SLOPES IN ADA PARKING STALLS AND ADA ROUTES SHALL NOT EXCEED

2% IN ANY DIRECTION EXCEPT AT APPROVED RAMP SLOPES.

3. SLOPE CONCRETE AT DOORWAYS TO MEET ABA REQUIREMENTS

LIMITS OF CONSTRUCTION

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

SITE GRADING/COORDINATION PLAN

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

C104

SCALE:1 TYPICAL SLAB JOINTS

NTS

6" CONCRETE

REINFORCED WITH #4 BAR AT

12" OC

8" BASE COURSE, COMPACT

TO 95% ASTM D1557

PROVIDE THICKENED

EDGE ALONG ALL SIDES

12"AS SHOWN ON PLAN

SCALE:3 CONCRETE PAVEMENT

NTSSCALE:2 CONCRETE WALK

NTS

FIRST POUR SECOND POUR

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

SAWCUT OR

TOOLED JOINT, 1/8"

WIDE AND MINIMUM

DEPTH OF 1/4 OF

THE FULL SLAB

DEPTH

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

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. JOINT

SPACING SHALL NOT EXCEED 20

FEET IN EITHER DIRECTION.

CONTRACTOR SHALL HAVE

CONTROL JOINTS IN SIDEWALKS

EVERY 5 FEET AND EXPANSION

JOINTS EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT

CONTROL JOINT

EXPANSION JOINT

SCALE:9 TYPICAL DRY UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

NUMBER AND SIZE OF

UTILITIES MAY VARY

SUITABLE SOIL

BACKFILL

2' -6

WIDTH AS NEEDED

12" MIN

PIPE ZONE BEDDING COURSE

SCALE:8 TYPICAL WET UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

COURSE

1/2Ø MIN

TYP

PIPE ZONE MATERIAL TO

SURROUND PIPE 3" MIN

36" MIN

3" SEPARATION MIN TYP

UTILITY MARKING TAPE

DETECTABLE WARNING TAPE

(EACH)

UTILITY MARKING TAPE

DETECTABLE WARNING TAPE

5" CONCRETE

REINFORCED WITH #3 BARS AT

18" OC EACH WAY

MINIMUM 12" OF SCARIFIED AND COMPACTED NATIVE

SOILS OR ENGINEERED COMPACTED FILL TO 95%

RELATIVE COMPACTION AS PER ASTM D 1557 OR AS

OUTLINED IN SPECIFICATIONS.

10"AS SHOWN ON PLAN

BACKER ROD

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

MINIMUM 12" OF SCARIFIED AND COMPACTED

NATIVE SOILS OR ENGINEERED COMPACTED FILL

TO 95% RELATIVE COMPACTION AS PER ASTM D

1557 OR AS OUTLINED IN SPECIFICATIONS.

6" BASE COURSE, COMPACT

TO 95% ASTM D1557

SCALE:5 SHEAR ONLY CONCRETE CONNECTION

NTS

CONCRETE SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN

BASE COURSE PER PLANADJACENT 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.

SCALE:4 TYPICAL CONCRETE SLAB

NTS

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH #3 BARS

@ 18" O.C. EACH WAY

BUILDING FOOTING AND SLAB PER STRUCTURAL

PLAN AND DETAILS WHERE APPLIES

1/2" (TYP) AT DOORWAYS

AND 2" ELSEWHERE

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

SCALE:6 TYPICAL CURB AND GUTTER

NTS

1/2" EXP. JOINT BETWEEN SIDEWALK

AND CURB CONCRETE ELEMENTS

CONCRETE WALK OR PLANTER

6" CRUSHED AGGREGATE

BASE COURSE

T M

SPILL TYPE GUTTER

FLOW TYPE GUTTER

1-1/2" R 6"

2'-0"

SCALE:7 CURB DEPRESSION

NTS

CONCRETE WALKWAY

GRAVEL ROADWAY

FLOW

RIVER STONE

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557 OR

AS OUTLINED IN SPECIFICATIONS

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557 OR

AS OUTLINED IN SPECIFICATIONS

1'-5"

2'-0"

EXPANSION JOINT (TYP)

NOTE: PROVIDE AT ALL PATIO SLAB TO FOUNDATION AT DOOR LOCATIONS

TRANSITION ON BOTH SIDES

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text C501

SCALE:10 SANITARY SEWER CLEANOUT DETAIL

NTS

NOT FOR CONSTRUCTION

100%

DESIGN PHASE

SCALE:11 ACCESSIBLE PARKING TYPICAL STRIPING

NTS

12" HIGH WHITE

LETTERING

TYP.

24"

2" X 2" QUICK PUNCH POST

VINYL ON ALUMINUM SIGN,

LOCATE PER CIVIL SITE PLAN,

SYMBOL PER ISO 7001.

ATTACH SIGN TO PIPE WITH

GALVANIZED BOLTS

FINISH GRADE

12"Ø CONCRETE FOOTING

SCALE:12 ACCESSIBLE PARKING SIGN INSTALLATION

NTS

VAN ACCESSIBLE PARKING SIGN PER DETAIL

12/C502. MOUNT BEHIND SIDEWALK.

PAINTED BLUE 4" WIDE STRIPE, TYP.

SLOPES IN PARKING AND AISLE

AREAS SHALL NOT BE GREATER

THAN 2.0% IN ANY DIRECTION

VAN ACCESSIBLE SPACES ONLY

VAN

ACCESSIBLE

RESERVED

PARKING

CLEANOUT PIPE

AND WYE

SEWER PIPE FROM

BUILDING

4" PVC SEWER PIPE

STRUCTURE

PROVIDE TRAFFIC RATED VAULT IF CLEANOUT

FALLS IN WALKWAYS OR DRIVING AREAS

SHOWN

ON PLANS

SHOWN

ON PLANS

SCALE:13 VERTICAL CURB DETAIL

NTS

1" RADIUS1/2" RADIUS

6" AGGREGATE BASE

10"

12" OF SCARIFIED, MOISTURE

CONDITIONED AND

COMPACTED SUBGRADE

VERTICAL CURB NOTES:

1. CURB SHALL BE CONSTRUCTED SEPARATELY FROM

ADJOINING SIDEWALK OR CONCRETE SLABS.

SCALE:14 LANDSCAPE TRANSITION DETAIL

NTS

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

EXISTING GRAVEL

PARKING

PROPOSED 4"

LANDSCAPE

MULCH

27 MIL. POLYPROPYLENE

WEED FABRIC

AutoCAD SHX Text

CHK'D BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

JARVIE RANCH CONTACT STATION

AutoCAD SHX Text

GREEN RIVER DISTRICT

AutoCAD SHX Text

UTAH

AutoCAD SHX Text 70048-040

AutoCAD SHX Text

LBYD FEDERAL, IDAHO FALLS

AutoCAD SHX Text 03/25/2022

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text

N. MORALES

AutoCAD SHX Text

A. RICO

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text

B. CARTER

AutoCAD SHX Text C502

AutoCAD SHX Text

NO PARKING

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

O F F

D E S

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

E D

S T A T E S

D E P A R T M E N T

O F

T H E

T E R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

M A R K

A P P R O V E D

D A T E

SHEET OF

DESIGN PHASE

NOT FOR CONTRUCTION

:4 :3

A M

C U s e rs a ri c o D o c u m e n ts A u to C a d R e vi t L o c a l F il e N W B

D O S T R U C T a lf re d o ri c o .r v t

G E N E R A L

N O T E S

S001

J A R V

R A N C H

C O N T A C T

S T A T

R C M

P B

L B Y D

F E D E R A L

A H O

F A L L S

P B B C

G R E E N

E R

T R

U T A H

10 62

100%

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 318-14

III. ASTM (LATEST EDITION)

B. LATERAL LOADS

I. SEISMIC DESIGN:

1. DESIGN CATEGORY = B

2. R = 6.5

3. SOIL PROFILE TYPE = D

4. DESIGN RISK CATEGORY: II

5. IMPORTANCE FACTOR = 1.0

6. BASIC SEISMIC FORCE RESISTANCE SYSTEM: LIGHT FRAMED WOOD CONSTRUCTION

WITH WOOD STRUCTURAL PANELS.

II. WIND:

1. WIND SPEED = 104 MPH (3 SEC GUST)

2. WIND EXPOSURE = C

3. IMPORTANCE FACTOR = 1.0

C. LIVE LOADS:

I. SNOW ROOF: 20 PSF

II. OFFICE FLOOR: 100 PSF

FOUNDATION NOTES:

1. ALLOWABLE SOIL BEARING PRESSURE IS 2500 PSF FOR ALL FOOTINGS AND FOUNDATIONS AS

SPECIFIED IN THE PROJECT GEOTECHNICAL REPORT.

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 5” 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.

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.

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL STEEL FRAMING SHALL BE DETAILED, FABRICATED, AND ERECTED PER THE

THIRTEENTH EDITION AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, EXCEPT AS

MODIFIED BY THE IBC.

2. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED FOR THE GOVERNMENT'S REVIEW PRIOR TO

FABRICATION. STEEL SHALL NOT BE ERECTED UNTIL THE REVIEWED SHOP DRAWINGS ARE

RECEIVED IN THE FIELD.

3. SHOP AND ERECTION DRAWINGS SHALL NOT CONTAIN ANY REPRODUCTIONS OF THE STRUCTURAL

DRAWINGS. SHOP DRAWINGS SHALL BE COMPLETE AND STAND ALONE, SUCH THAT THEY DO NOT

REFER TO THE STRUCTURAL DRAWINGS.

4. ALL FABRICATION SHALL BE DONE IN A SHOP THAT IS ACCEPTABLE TO THE GOVERNMENT.

CONTINUOUS, FULL-TIME INSPECTION OF SHOP FABRICATION MAY BE WAIVED ONLY TO THE EXTENT

APPROVED BY THE GOVERNMENT.

5. BOLTED CONNECTIONS:

A. HIGH STRENGTH BOLTS: CONTACT FACES AT CONNECTIONS WITH HIGH STRENGTH BOLTS

SHALL NOT BE PAINTED.

B. BEARING BOLTS: UNLESS SPECIFICALLY NOTED, ALL CONNECTIONS SHALL USE BEARING (N)

TYPE BOLTS.

C. SLIP CRITICAL BOLTS: SLIP CRITICAL (SC) CONNECTIONS SHALL USE LOAD INDICATOR

WASHERS PER THE MANUFACTURER'S RECOMMENDATIONS.

D. MOMENT CONNECTIONS: ALL MOMENT CONNECTIONS, SHALL USE SLIP CRITICAL BOLTS.

6. WELDED CONNECTIONS:

A. ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY

EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND

E70 XX FOR OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL

CONFORM TO IBC SECTION 2204.1.

B. WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, WELD SIZE SHALL BE PER AISC

SPECIFICATIONS.

C. TESTING:

I. ALL GROOVE WELDS SHALL BE TESTED NON-DESTRUCTIVELY BY EITHER RADIOGRAPHY OR

ULTRASONIC TESTING. TESTING RATE SHALL BE 100%, BUT MAY BE REDUCED AS ALLOWED

BY IBC SECTION 1704.3.1.

II. AT ALL PLATES AND PORTIONS OF ROLLED SHAPES 1-1/2” THICK OR GREATER IN

THICKNESS, ZONES FOR WELDS THAT INDUCE THROUGH-THICKNESS SHRINKAGE STRAINS

SHALL BE 100% ULTRASONICALLY TESTED BEFORE AND AFTER WELDING. ZONES WITH

FLAWS SHALL NOT BE USED AS WELD LOCATIONS.

III. AISC TABLE 2 GROUPS 4 AND 5 SHALL CONFORM TO AISC SPECIFICATIONS SECTIONS A3.1.C

AND M2.2.

D. ALL COMPLETE PENETRATION WELD BACK UP BARS SHALL BE REMOVED. WELD SHALL BE

BACK-GOUGED, FILLED AND GROUND FLUSH, UNLESS NOTED OTHERWISE.

7. FABRICATION:

A. ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, ROUTED MASONRY, OR

SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS AND

SPECIFICATIONS.

B. STIFFENER PLATES SHALL EXTEND THE FULL WIDTH OF THE BEAM FLANGES, UNLESS

SPECIFICALLY NOTED OTHERWISE.

C. BASE PLATES AND COLUMN ENDS SHALL BE FINISHED PER AISC SPECIFICATIONS.

D. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY SHOWN ON THE

STRUCTURAL DRAWINGS.

E. CONTINUITY PLATES SHALL BE CUT WITH CONCAVE QUARTER ROUNDS AT ALL WEB TO FLANGE

LOCATIONS.

8. ALL STEEL SHALL BE DELIVERED TO THE JOB SITE WITHOUT EXCESSIVE RUST, MILL SCALE, GREASE, ETC.

TIMBER NOTES:

1. GENERAL:

A. ONLY STRUCTURAL/LOAD BEARING AND/OR SHEAR WALLS ARE SHOWN UNLESS NOTED

OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR ALL OTHER PARTITIONS.

2. SAWN LUMBER:

A. GRADING:

I. ALL GRADES SPECIFIED ARE MINIMUM GRADES.

II. SILL PLATES AT LOAD BEARING AND SHEAR WALLS

1. PRESSURE TREATED DOUGLAS FIR #2

2. REDWOOD WITH STRUCTURAL ENGINEER'S APPROVAL ONLY

3. HEM FIR NOT PERMITTED

III. NON-LOAD BEARING STUDS, TOP PLATES SHALL BE DOUGLAS FIR #2, U.N.O.

IV. JOISTS, RAFTERS, PURLINS, BEAMS AND POSTS SHALL BE DOUGLAS FIR #2, U.N.O.

V. LOAD BEARING STUDS AND TOP PLATES SHALL BE DOUGLAS FIR #2, U.N.O.

B. MOISTURE CONTENT SHALL NOT EXCEED 19% WHEN SHEATHING IS APPLIED.

C. TIMBERS 4” OR LESS IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED HEART.

D. DOUGLAS FIR SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS ASSOCIATION GRADING

RULES.

E. REDWOOD SHALL BE GRADED BY THE CALIFORNIA REDWOOD ASSOCIATION OF THE

REDWOOD INSPECTION SERVICE.

3. LAMINATED VENEER LUMBER:

A. NO MILLING OR PLANING ALLOWED ON SITE, ALL MILLING OR PLANING TO TAKE PLACE AT

FACTORY.

B. RAFTERS, JOISTS, AND BEAMS ARE UNSTABLE UNTIL LATERALLY BRACED.

C. DOUBLE 1 3/4" LVL'S SHALL BE ATTACHED TOGETHER WITH (2) ROWS OF 16D NAILS @ 12" O.C.

ON ONE SIDE.

D. TRIPLE 1 3/4" LVL'S SHALL BE ATTACHED TOGETHER WITH (2) ROWS OF 16D NAILS @ 12" O.C.

BOTH SIDES.

E. LVL'S EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY MANUFACTURE.

4. SHEATHING:

A. ALL EXTERIOR STUD WALLS SHALL BE COMPLETELY SHEATHED WITH 7/16” APA RATED

SHEATHING, EXPOSURE - 1, (32/16) U.N.O.

B. ALL STRUCTURAL WALL SHEATHING IS SPLICED ON 2” NOMINAL BLOCKING AT HORIZONTAL

JOINTS U.N.O.

C. STRUCTURAL FLOOR AND ROOF SHEATHING SHALL BE 5/8” APA RATED STRUCTURAL - 1, (5 PLY

OR OSB), EXPOSURE - 1, (32/16) U.N.O.

D. A 1/8” GAP SHALL BE PROVIDED BETWEEN ADJACENT PANELS. PANELS WITH GRADE STAMP

INDICATION “SIZED FOR SPACING” MAY BE USED TO FACILITATE THIS REQUIREMENT.

E. SEE PLANS FOR LOCATIONS OF 2X FLAT BLOCKING AT ROOF SHEATHING PANEL JOINTS.

F. INSTALL METAL H-CLIPS AT UNBLOCKED ROOF PANEL JOINTS, ONE BETWEEN EACH RAFTER AT

UNBLOCKED PANEL EDGES FOR 16” AND 24” RAFTER SPACING. TWO CLIPS FOR RAFTER

SPACING GREATER THAN 24”.

5. FRAMING:

A. SILL PLATES SHALL BE BOLTED TO CONCRETE WITH 5/8” BOLTS X 9” EMBEDMENT AT 48” O.C.

MAX U.N.O. WITH A BOLT BETWEEN 6” TO 9” FROM EACH END OF EACH PIECE OF SILL. 2 BOLTS

MINIMUM IN EACH PIECE OF SILL. A PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE

PLATE IS CUT OUT OVER ONE THIRD OF THE CROSS-SECTION.

B. BOLTS FOR NON STRUCTURAL WALLS SUPPORTED ON SLABS ONLY SHALL BE BOLTED TO

CONCRETE WITH 5/8” X 6” BOLTS AT 48” O.C. MAX U.N.O. BOLTS FOR NON STRUCTURAL WALLS ON CURBS SHALL BE BOLTED TO CONCRETE WITH 5/8” X 12” BOLTS AT 48” O.C. MAX U.N.O.

C. STUD BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES LAPPED AT WALL

PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES

SHALL BE STAGGERED AT LEAST 4'-0”.

D. WOOD GIRDERS, BEAMS, JOISTS, OR RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES

NOT DEEPER THAN ONE FIFTH OF THE BEAM DEPTH FROM THE TOP AND LOCATED NOT

FARTHER FROM THE BEAM END THAN THREE TIMES THE BEAM DEPTH.

E. BRIDGING SHALL BE 2 X 3 NOMINAL OR SIMPSON BAIL BRIDGING AND SHALL OCCUR AS SHOWN

ON PLANS.

F. HOLES EXCEEDING ONE THIRD OF THE PLATE WIDTH SHALL NOT BE PLACED IN PARTITIONS

USED AS BEARING OR LATERAL FORCE RESISTING WALLS. UNLESS FURRED ENTIRELY CLEAR

OF THE STUDS. WHERE ALLOWED, PIPES SHALL BE PLACED IN THE CENTER OF PLATES,

USING A NEAT HOLE, NO NOTCHING ALLOWED. 2” DIAMETER HOLES ALLOWED IN THE CENTER

OF 2X6 NOMINAL PLATE MAX.

G. HOLES IN WOOD AND STEEL MEMBERS FOR BOLTS SHALL BE THE NOMINAL BOLT DIAMETER

PLUS 1/16”.

H. HOLES IN WOOD FOR LAG SCREWS SHALL FIRST BE BORED TO THE SAME DIAMETER AND

DEPTH AS THE SHANK. HOLES FOR THE THREADED PORTION SHALL BE BORED WITH A BIT NOT

LARGER THAN THE BASE OF THE THREADS.

I. LAG SCREWS AND SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.

J. STEEL WASHERS SHALL BE PROVIDED UNDER HEADS OR NUTS OF ALL BOLTS AND LAG

SCREWS WHICH BEAR ON WOOD. STANDARD CUT WASHERS MAY BE USED IN ALL CASES

EXCEPT SILL PLATES AND WOOD LEDGERS AGAINST CONCRETE OR MASONRY WHICH SHALL

BE ONE OF THE FOLLOWING SIZES:

BOLT, LAG, OR STEEL PLATE MALLEABLE IRON

SCREW DIAMETER WASHER SIZE WASHER SIZE

1/2” 2”X2”X1/4” 2-1/2” DIA. X 1/4”

5/8” 2-1/2”X2-1/2”X1/4” 2-1/2” DIA. X 1/4”

3/4” 3”X3”X5/16” 3” DIA. X 7/16”

7/8” 3-1/2”X3-1/2”X3/8” 3-1/2” DIA. X 7/16”

1” 3-3/4”X3-3/4”X3/8” 4” DIA. X 1/2”

K. WASHERS UNDER CARRIAGE BOLT HEADS SHALL BE

LARGE ENOUGH TO ALLOW FOR SQUARE SHOULDERS.

L. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME

OF ERECTION AND RETIGHTENED BEFORE CLOSING

IN OR AT THE COMPLETION OF THE JOB.

LEVEL AND ELEVATION

INDICATOR

* -2'-0"

SPOT ELEVATION

REVISION CLOUD AND NUMBER

SYMBOL LEGEND

* (T.O.P., TOF, FF, TOB, TOJ,

TOGB, TOPC, TOS, TOW)

SLAB RECESS

MOMENT CONNECTION

SYMBOL DESCRIPTION

(n = DEPTH IN INCHES)

Name Elevation

BRICK

GROUT

ROCK

CONCRETE

MATERIAL DESIGNATIONS

MASONRY (PLAN)

EARTH

GRAVEL

CONTINUOUS WOOD FRAMING

WOOD BLOCKING OR SHIMS

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

View Name

AS101D

VIEW NUMBER

SHEET NUMBER

SCALE BAR

SECTION/DETAIL/

ELEVATION TITLE

S1.1

Section Number

Sheet Number

S1.1

ELEVATION NUMBER

SHEET NUMBER

A101

DETAIL NUMBER

SHEET NUMBER

DETAIL

SIM - SIMILAR SITUATION USUALLY

NOTED WITH A NOTE ON SECTION

REF - SAME SITUATION

ELEVATION

SIM - SIMILAR SITUATION USUALLY

NOTED WITH A NOTE ON SECTION

REF - SAME SITUATION

SECTION

SIM - SIMILAR SITUATION USUALLY

NOTED WITH A NOTE ON SECTION

REF - SAME SITUATION

BEAM SPLICE

NORTH ARROW

X-BRACING

CANTILEVERED

MOMENT CONNECTION

SIM

REF

SIM

REF

SIM

REF

NEW GRID BUBBLE

EXISTING GRID BUBBLE

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

O F F

D E S

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

E D

S T A T E S

D E P A R T M E N T

O F

T H E

T E R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

M A R K

A P P R O V E D

D A T E

SHEET OF

DESIGN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 26, 2022.