DO_15_Cauldron_Linn_Drawings_Final_Signed_fy2604.pdf

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CAULDRON LINN RECREATION SITE IMPROVEMENTS

INDEX OF DRAWINGS

PROJECT LOCATION SITE ACCESS

DESIGNERS

PROJECT

VICINITY

PROJECT VICINITY

PROJECT

LOCATION

GENERAL

G001 COVER SHEET

CIVIL

C001 GENERAL CIVIL NOTES, ABBREVIATIONS, AND LEGEND

C101 OVERALL PROJECT SITE PLAN

C102 WEST LOOP GRADING PLAN

C103 LOWER LOOP GRADING PLAN

C201 MAIN ACCESS ROAD PLAN AND PROFILE

C202 MAIN ACCESS ROAD PLAN AND PROFILE

C203 MAIN ACCESS ROAD PLAN AND PROFILE

C204 MAIN ACCESS ROAD PLAN AND PROFILE

C205 MAIN ACCESS ROAD PLAN AND PROFILE

C206 MAIN ACCESS ROAD PLAN AND PROFILE

C207 WEST LOOP PLAN AND PROFILE

C208 LOWER LOOP PLAN AND PROFILE

C501 MISCELLANEOUS CIVIL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S501 DETAILS

CAULDRON LINN

RECREATION SITE

J-U-B ENGINEERS, INC.

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

1 2 3 8 2 ANY TEXT, MARKINGS, ILLUSTRATION, DRAWINGS, OR OTHER

CONTENT THAT APPEARS CROSSED OUT OR STRUCK

THROUGH SHALL NOT BE CONSIDERED

PART OF THIS CONTRACT.

hsanchez Polygon hsanchez Line hsanchez Line

1 2 3 8 2

LINE LEGEND

EXISTING

LINE

PROPOSED

LINE

LINE

DESCRIPTION

SURVEY

EXISTING

SYMBOL

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

SYMBOL LEGEND

ABBREVIATIONSGENERAL NOTES

EROSION AND SEDIMENT CONTROL NOTES

SURVEY NOTES

CONSTRUCTION NOTES

CIVIL NOTES

SEE SHEET C201

SEE SHEET C202

SEE SHEET C203

SEE SHEET C204

SEE SHEET C205

SEE SHEET C206SEE SHEET C207

SEE SHEET C208

N

0 50 100

SCALE IN FEET

1 2 3 8 2

SURVEY CONTROL

POINT # NORTHING EASTING ELEVATION

CURVE TABLE

CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH

POINT TABLE

POINT # DESCRIPTION NORTHING EASTING ELEVATION

POINT TABLE

POINT # DESCRIPTION NORTHING EASTING ELEVATION

N

0 10 20

SCALE IN FEET

POINT TABLE

POINT # DESCRIPTION NORTHING EASTING ELEVATION

POINT TABLE

POINT # DESCRIPTION NORTHING EASTING ELEVATION

POINT TABLE

POINT # DESCRIPTION NORTHING EASTING ELEVATION

N

0 10 20

SCALE IN FEET

1 2 3 8 2

EG

EG

EG

EG

EG

hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line hsanchez Line

AC

N

M

AT

C H

LI

N

E

ST

A.

5+

SE

E

SH

EE

T C

-2

SCALE IN FEET

VERT

HORZ 40

5 10

C501

B

N

SEE SH

EET C

-203 M

ATC

H

LIN

E STA. 20+50

MATCHLINE STA. 15+50

SEE SHEET C-201

SCALE IN FEET

VERT

HORZ 40

N

SEE SH

EET C

-204

M

ATC

H

LIN

E STA. 25+50

M

ATC

H

LIN

E STA. 20+50

SEE SH

EET C

-202

SCALE IN FEET

VERT

HORZ 40

C501

C

C501

A

N

SEE SHEET C-203

M

ATCHLINE STA. 25+50

M

AT

C H

LI

N

E

ST

A.

0+

SE

E

SH

EE

T C

-2

SCALE IN FEET

VERT

HORZ 40

C

C501 C

N

SE

E

SH

EE

T

C -2

M

AT

C

H

LI

N E

ST

A.

0+

M

AT

C H

LI

N

E

ST

A.

5+

SE

E

SH

EE

T C

-2 06 200

SCALE IN FEET

VERT

HORZ 40

N

SE

E

SH

EE

T

C -2

M

AT

C

H

LI

N E

ST

A.

5+

SCALE IN FEET

VERT

HORZ 40

N

SCALE IN FEET

VERT

HORZ 40

A

C501 A

N

SCALE IN FEET

VERT

HORZ 40

5 10

1 2 3 8 2 hsanchez Line

6" CONCRETE SLAB, SEE NOTE 1

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

6" OF CRUSHED BASE COURSE

OVER PROOF ROLLED NATIVE

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL

SIGN LOCATED NO MORE

THAN TWO FEET FROM

EDGE OF GRAVEL

CENTER POST IN

BORE HOLE

12" DIA BORE

HOLE FILLED

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

2" SQUARE 14 GAUGE POWER

COATED GALVANIZED STEEL SIGN

POST OR APPROVED EQUAL,

4" LETTERING, BOLD

SANS-SERIF TYPEFACE

ONE

WAY

18" X 24" R6-2 ONE WAY

SIGN PER MUTCD FOR

RURAL LOW VOLUME

TRAFFIC

3' M

IN

5'

SEE NOTE 2

WITH CONCRETE

DO NOT

ENTER

SIGN LOCATED NO MORE

THAN TWO FEET FROM

EDGE OF GRAVEL

CENTER POST IN

BORE HOLE

12" DIA BORE HOLE FILLED

WITH CONCRETE

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

3' M

IN

5'

2" SQUARE 14 GAUGE POWER

COATED GALVANIZED STEEL SIGN

POST OR APPROVED EQUAL,

SEE NOTE 2

1 WEST LOOP ACCESSIBLE PARKING

6 ACCESSIBLE PARKING SIGN

3 BLUE HANDICAPPED PAVEMENT SYMBOL DETAIL

5 GRAVEL SIDEWALK DETAIL

1 2 3 8 2

4 CONCRETE PAD DETAIL

A TYPICAL ROADWAY SECTION-CROWNED

2 SOUTH LOOP ACCESSIBLE PARKING

7 TYPICAL ONE WAY SIGN

8 TYPICAL DO NOT ENTER SIGN

B TYPICAL ROADWAY SECTION-LEFT SUPER ELEVATION

C TYPICAL ROADWAY SECTION-RIGHT SUPER ELEVATION

3. PACKAGED DRY CONCRETE MIX MAY BE USED FOR SMALL QUANTITIES OF

CONCRETE, E.G. SIGNSFOOTINGD.CONCRETE MIX SHALL CONFORM TO ASTM

C387 STANDARD SPECIFICATION FOR PACKAGED, DRY, COMBINED

MATERIALS FOR CONCRETE AND HIGH

STRENGTH MORTAR AND BE MIXED AND PLACED IN ACCORDANCE WITH

ACI PRC-304-00 GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE

Polygon

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.

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.

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. 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.

6. 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.

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

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

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

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

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

CONCRETE OR ROCK SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

9. 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.

10.WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50.

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

SLAB IS PLACED.

12.CONCRETE SHALL BE COLORED DARK GRAY. CONTRACTOR SHALL OBTAIN APPROVAL

FROM THE CO PRIOR TO PURCHASE OR PLACEMENT.

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. 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”

ANNOTATION

STEEL IN SECTION

CONCRETE IN SECTION

EARTH IN SECTION

X-501 A

X-101

SYMBOLS LEGEND

DETAIL

NUMBER

SHEET NUMBER

ON WHICH DETAIL

APPEARS

SECTION

LETTER

SHEET NUMBER

ON WHICH SECTION

APPEARS

DETAIL INDICATOR SECTION INDICATOR

KEYNOTE CALLOUT

Ben L Carter Digitally signed by Ben L Carter Date: 2021.03.30 20:00:54 -06'00'

FOOTING PLAN

SCALE: NTS

24" Ø CONCRETE FOOTING

(10) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

6X6 COLUMNS EMBEDDED MIN 24" INTO CONCRETE

OR PER MANUFACTURERS RECOMMENDATION

#3 HORIZONTAL TIE BARS

@ 8" O.C. MINIMUM

SHINGLE PLANKING APPEARANCE

OR EQUIVALENT

A S501

B S501

16'

PROPOSED CONCRETE PAD

PER DETAIL

SLOPE TO DRAIN, 2% MAX SLOPE

IN ALL DIRECTIONS

6'

PROVIDE CONCRETE CONSTRUCTION

JOINTS @ MAX 5' O.C.

6" MIN CRUSHED

GRAVEL BASE 3/4" MAX

C S501

FIRM NATIVE SOIL

OR ENGINEER

COMPACTED FILL

6X6, 3 PANEL ANGLED KIOSK, W/SHED ROOF

(BROWN)(48X48 SIGN PANEL) MODEL 03-460

BY ROCKART SIGNS OR APPROVED EQUAL

5" MIN CONCRETE SLAB WITH

#4 BARS @ 18" O.C. MIN.

4'X4' KIOSK SIGN PANEL

DISPLAY OF ALL WEATHER

MATERIAL

2' -6

EM

BE

D

3' -6

M

IN

5'

3' -6

M

IN

2' Ø

#3 HORIZONTAL TIE BARS

@ 8" O.C. MINIMUM

(10) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

PROPOSED KIOSK STRUCTURE PLAN

SCALE: NTS

A

PROPOSED KIOSK STRUCTURE SECTION

SCALE: NTS

B

PROPOSED KIOSK STRUCTURE SECTION

SCALE: NTS

PROPOSED PRECAST VAULT STRUCTURE ELEVATION

SCALE: NTS

PROPOSED PRECAST VAULT STRUCTURE PLAN

SCALE: NTS

5"

4' -4

14'-7 1/2"

'-3

SIGN (SI-2)

(SYMBOL AS REQUIRED)

TWO PIECE VENT PIPE 12'-0"

14'-7 1/2" 5'7'-3 1/2"2'

1' 2'-4"

4'-5"

60" DIATURNINGCIRCLE

ROOF LINE ABOVE

1' -6

3'

-6

6' -6

8' -6

15'-1 1/2"

NOTE: SINGLE VAULT PRECAST STRUCTURE SHALL BE CXT GUNNISON MODEL OR APPROVED

EQUAL. DESIGN, ORIENTATION, AND COLOR TO BE APPROVED BY THE GOVERNMENT.

Ben L Carter Digitally signed by Ben L Carter Date: 2021.03.30 19:53:53 -06'00'