At02A_GarnetHill_Drawings_Addendum01_0007.pdf
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- Attached to
- GARNET HILL RECREATION AREA CONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0626B0006
About this file
This is a construction details drawing (CD501) for civil site work at the Garnet Hill Recreation Area, prepared by the Bureau of Land Management (BLM) District Office in Ely, Nevada. The document is dated 9/8/2026 and represents 100% construction documents under Project #140L0621D0006.
The drawing contains multiple detail specifications for site construction including: a CMU retaining wall with waterproof backfill and granular material backfill immediately behind the wall; bollard installations featuring 4" diameter schedule 40 steel pipe filled with concrete, spaced 4'-6" on center with 4,500 PSI concrete footings and dark brown epoxy coating; ADA parking signs mounted on 2" square posts (1-3/4" acceptable for smaller signs) with two-piece breakaway anchors, drive rivets, and fender washers for signs larger than 24"x30"; a site concrete slab 6" thick with #4 reinforcement at 12" on center, 4" type II aggregate base, and 2" diameter PVC weep holes at 48" on center with 2% minimum slope; and a gravel resurfacing detail. Additional specifications require concrete with water-cement ratio of 0.45 maximum and type V cement, ASTM A615 grade 60 reinforcing steel, ABA compliance for sign installation, contractor identification stickers on all signs, and coordination with subsurface utilities per the "Call 811 Before You Dig" requirement.
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Text version
WATERPROOF BACK OF WALL BACKFILL
IMMEDIATELY BEHIND WALL WITH
GRANULAR MATERIAL
8"
CONTRACTOR PROVIDED
AGGREGATE BASE MATERIAL
SCARIFY AND RECOMPACT
GRADED NATIVE MATERIAL
TO 90%
NOTE:
THICKNESS OF MATERIAL AND
COMPACTION WILL FOLLOW
GUIDELINES FROM
GEOTECHNICAL REPORT
32 5/8 NOM DIA
EG
SECTION
9" ROCK FILL
1/8" GALVANIZED STEEL
CABLE FASTENED TO
BASE OF FIRE RING
3" STEEL ARROWHEAD ANCHOR
NOTES:
1. SEE AMERICAN EARTH ANCHORS SPEC SHEET 3ST-60CC
FOR STEEL ARROWHEAD ANCHOR AND CABLE DETAILS.
2. SEE PILOT ROCK FSW-30SPEC SHEET FOR FIRE RING AND
SWIVEL GRILL DETAILS.
ADA FIRE RING AND ANCHOR DETAIL
CD501
NOT TO SCALE
GRAVEL RESURFACING
CD501
NOT TO SCALE
SIGN POST FOUNDATION
CD501
NOT TO SCALE
3' -0
3'
-0
6"
6"
BOLLARD
CD501
NOT TO SCALE
4,500 PSI CONCRETE
FOOTING
4" DIAMETER, SCHEDULE 40,
STEEL PIPE BOLLARD. FILL
WITH CONCRETE.
STEEL DOME TOP WELDED
TO TOP OF BOLLARD OR
CONCRETE DOME TOP
PRIME AND PAINT DARK BROWN
(OR COVER WITH DARK BROWN
PVC COVERS)
NOTES:
1. EPOXY COATING TO BE DARK BROWN FOR PARKING AND DRIVE AREA
BOLLARDS.
2. BOLLARDS TO BE SPACED 4'-6" FROM EACH OTHER FROM CENTER TO
CENTER.
CMU RETAINING WALL DETAIL
CD501
NOT TO SCALE
2-1/4"x30" ANCHOR
(2" FOR 1-3/4" POST)
2" SIGN POST (1-3/4" ACCEPTABLE
FOR SIGNS SMALLER THAN 30" X
30")
ATTACH SIGNS TO POST
WITH 3/8" DIA. DRIVE
RIVETS AND WASHERS.
SEE NOTES 6 & 8.
GROUND
SURFACE
TOP OF ANCHOR
AND SLEEVE
NOTES:
1. ALL COMPONENTS SHALL BE MINIMUM 12 GA. SQUARE POST WITH 7/16" PUNCHED THRU HOLES @ 1" ON
CENTER, ON ALL FOUR SIDES. ANCHORS SHALL BE TWO PIECE BREAKAWAY ANCHORS.
2. ATTACH ANCHOR AND SLEEVE TOGETHER PRIOR TO DRIVING INTO GROUND. LEAVE AT LEAST TWO HOLES, BUT NO MORE THAN THREE HOLES ABOVE GROUND OR ABOVE SIDEWALK.
3. FOR CONCRETE INSTALLATION, DRILL A 3" TO 4" DIA. HOLE (DEPENDENT UPON ANCHOR SIZE), THE CENTER
TO BE 6" FROM THE BACK OF SIDEWALK.
4. ATTACH POST TO ANCHORING SYSTEM BY USING AT LEAST TWO 3/8" DIA. DRIVE RIVETS.
5. PROVIDE 4" MINIMUM LAP BETWEEN BOTTOM OF POST AND THE BOTTOM OF THE ANCHOR/SLEEVE
ASSEMBLY.
6. SIGNS LARGER THAN 24"x30" REQUIRE 3/8" x 1-1/2" FENDER WASHERS UNDER DRIVE RIVETS.
7. "U-CHANNEL" POSTS ARE NOT ACCEPTABLE.
8. BOLTS IN LIEU OF DRIVE RIVETS ARE NOT ACCEPTABLE.
9. SIGNS SHALL HAVE A STICKER AT THE BACK WITH THE NAME OF THE CONTRACTOR AND THE DATE OF
INSTALLATION.
10. INSTALLATION OF SIGNS, SIGN SIZE, AND REFLECTIVITY ATTRIBUTES SHALL MEET LATEST ABA
REQUIREMENTS.
11. DO NOT SET SIGN ANCHORS IN CONCRETE - CONCRETE IS TO BE DRILLED WITH HOLE REMAINING OPEN
AROUND THE ANCHOR
ADA PARKING SIGN DETAIL
CD501
NOT TO SCALE
3" M
IN
4"
M
AX
" M
IN
32-5/8" NOM DIA
PLAN
FLIP-UP GRILL
GEOTECHNICAL NOTE
ALL GRADING AND EARTHWORK SHALL CONFORM TO THE FOLLOWING
GEOTECHNICAL REPORT:
TITLE: GEOTECHNICAL EXPLORATION REPORT
GARNET HILL RECREATION AREA-VARIOUS IMPROVEMENTS
U.S. HIGHWAY 50
NEAR ELY, NEVADA
ENGINEER: UNIVERSAL ENGINEERING SERVICES
DATE: OCTOBER 18, 2024
PROJECT NO: 4030-2400162
18"
6"
3"
HSS
EG
CONCRETE
FOUNDATION
SITE CONCRETE SLAB
CD501
NOT TO SCALE
3"
3"
#4@ 12" OC
TOP OF CONC 3" MAX
ABOVE FINISHED GRADE
6" THICK CONCRETE SLAB
SEE SPECIFICATION SECTION
03 30 00
6"
4" TYPE II AGGREGATE
BASE
2" Ø PVC WEEP HOLE @
48" OC 2% MIN SLOPE
8"
CAP BLOCK IF DESIRED
2' -0
(1) -#4 TOP W/BOND
BEAM UNIT
#4 @ 16" OC
2"
CLR
6' -0
#5 @ 8" OC TOP AND BOTTOM
(3)-#5 TOP AND BOTTOM
2" C
LR
3" C
LR
1'-0" 2'-6"
3'-6"
1' -0
"NOTE:
CMU:
8" CMU C90 SHALL BE MIDDLE WEIGHT OR NORMAL WEIGHT
SPLIT FACE BLOCK
COLOR: DESERT TAN
f'm = 2000 PSI MIN.
CMU SHALL BE FULLY GROUTED WITH ASTM C476 GROUT
f'c = 2000 PSI MIN.
W/C = 0.60 MIN.
FOUNDATION:
CONCRETE: f'c = 45000 PSI, W/C = 0.45 MAX, TYPE V.
REINFORCING STEEL: ASTM A615, GRADE 60 (fy = 60 KSI).
5 1/4"
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DETAILS
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