A06_DESIGN_ZAPATA_FALLS_CAMPGROUND_1.pdf

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SUBGRADE WIDTH

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TURNOUT WIDTH

TURNOUT LEFT OR RIGHT

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(7620 mm) & PROF1l£ SHEET (7620 mm)

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1. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

FOLLOWING THE ENGLISH UNITS.

m ,::::, 0

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·ESIGNED BY OTHERS

A :EVIEWED ALWAYS TI-llNK SAFETY

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

.PPROVED

RAWN BY: SCALE: NONE

·ATE: CURRENT mmoN SHEET: 2 OF 2 fANDARD DETAIL DRAWING NO. 312303-18 REV. NO.

METRIC CONVERSION ADDED 9/30/97 l.JP

FORMAT UPDATE 7/31/09 RTH

FORMAT UPDATE 12/2017

DESCRIPTION DATE APPROVED

TYPICAL ROAD DATA

B + H/3

LINE & GRADE SHALL BE AS SHOWN ON

PLANS OR AS STAKED ON THE GROUND

B + H/3

--�--....-----+----..-----'__,,,.,,,,,.-:;;..._ G

ROUND LINE

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WATER

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SELECT I BACKFILL

B = D + 2•-0• (D + 610 mm)

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SEE DITCH DIKE PLAN

(02640-2) ----+--+-

SEE DITCH DIKE PLAN

(02640-2) -----

SELECT

SIEVE

DESIGNATION

3/4" (19 mm) No. 4 (4.75 mm) No. 16 (1.18 mm) No. 50 (300 um) No. 100 (150 um) u=micrometer

95-100 45-80 10-80

2-10

IMPERVIOUS

MATERIAL WATER

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C, � STRATA SELECT BACKFILL :::. �

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PLACE PERFORATIONS ON

LOWER SIDE OF PIPE

PERFORATED UNDERDRAINS ME....2 �

EMBEDDED

ROCKS

FOUNDATlON FILL

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ON ROCK HARDPAN OR OTHER UNYIELDING FOUNDATION

APPROVED BEDDING

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ON SOFT SPONGY OR UNSTABI r sou FOUNDATION

CULVERT INSTALLATION 1YPES ARMLY TAMPED ------.._ -APPROVED BEDDING MATE

IAL <)

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[2"(51 mm) MIN.

D D ON STABLE NAJURAL GROUND FOUNDATION OR COMPACTED EMBANKMENT

BEDDING OF CULVERTS

IN NARROW CHANNELS

ADJUST TO ITT ORIGINAL

STREAM BANKS

NATURAL GROUN

2'-0" (610 mm) MIN. OR 1/30 ��"-<l:B�BR'ot---'-

D - PIPE DfAMffiR OR SPAN

1'-0" (JDS mm) MIN. OR 1/3D

FRONT Y(EW

HAND-LAID ROCK HEADWALLS

NOTE:

1 '-o• (305 mm) OR 1/JD

.stPE...YlfW

1/3D

1. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

FOLLOWING THE ENGLISH UNITS.

ALWAYS THINK SAFETY

&. METRIC CONVERSION ADDED 9/30/97 LJP

0 DRAWN BY: SCALE: NONE

�----------+----------+----+---------+-----+-----ti z DATE: CURRENT EDmON SHEET: 1 OF 1

� FORMAT UPDATE 7/31/09 RTH

� FORMAT UPDATE 12/2017

g ._ST.

_AN_DAR_D_

DET_AI

_L _D_ R-"_Wl_N_G...._N0-.- 3-3 -4-200---1

----+-='--+----------;._-+-----1

✓------------------�--�-----------�---REV. NO. DESCRIPTION DATE APPROVED

4 5

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CULVERT DATA

BEDDING DETAILS

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Notes:

1. Views and Details are "Tyf ical" representations of the Boulder

Retaining Wall. Actual w611 will vary depending on boulders shapes and sizes. Aajust wall construction as needed to meet requirements.

2. Excavate as needed for boulders placement so the top of wall will be ±level when completed.

3. Select and place boulders to create a tight fit with adjacent boulders to retain fil material behind the wall. Filr voids between boulders with similar rock of the appropriate size and shape to adequately fill the voids and retain soil. When filling voids, place smaller rocks in the back or inside of the wall so as not to be easily removed.

4. Adjust boulder height as needed for the appropriate aggregate use.

3' Average Boulder

Finished Grade

Install Boulder ±4" below Finished

Grade

3' Average Boulder

Stack Boulders i: 1 Slope, Typical

4' Average Boulder

4" -6" Compacted Aggregate, See Notes f

• x <O C

I")�

Geo-Grid, Typical

Pit-Run Fill Material, Typical

Boulder Installation Typical

Boulder Retaining Wall-2 Tier Side View-Typical

Construct Top of Wall ±Level, See Notes

Compacted Sub grade

Fill Voids as Needed, See Notes

Boulder Retaining Wall Bury as Needed, See Notes

3' Average Boulder

Boulder Retaining

Construct Top of Wall ±Level, See Notes

Fill Voids as Needed, See Notes

Boulder Retaining Wall-2 Tier Front View-Typical

---'- Excavate as Needed, See

Notes

4" -6" Compacted Aggregate, See Notes

Compacted Subgrade

Wall Boulder

3' Average Boulder

Retaining

Blend Slope to Match Existing

Grades

Wall Front View-Typical Side View-Fill Section-Typical Side View-Cut Section-Typical

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OPTIONAL WOOD PANELING.

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NOTES:

1=237/8.'

3 3/4"±1 /8" APPROX. l. REBAR RECOMMENDED IN CONCRETE PAD l /2" J BOLTS UNLESS OTHERWISE SPECIFIED: NAME DATE

SUNK IN

CONCRETE DRAWN JCERDA

f

CHECKED

ENGAPPR. D MOORE

MFGAPPR.

(909) &05-1&97 Q.A.

COMMENTS:

51 7/ FAX:

�17/8" 4" (909 605-7780} 1390 S. MILLIKEN AVE

www.bearsaver.com ONTARIO CA 91761

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45 l/8"

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TITLE:

HA2

SIZE DWG. NO. REV

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