Exhibit3_Drawings.pdf
PDF 566 KB Posted
- Attached to
- PINTAIL LAKES TRAIL & PARKING RECONSTRUCTION Federal contract opportunity
- Solicitation number
- AG-8173-S-17-0025
About this file
EXHIBIT 3 DRAWING
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| S-17-0025_Amendment_0002_Attendance.pdf | ||
| S-17-0025_Pintail_Lakes_Trail_REVISED.pdf | ||
| RETURN_PACKET_S-17-0025_REVISED.pdf | ||
| Amendment_1_S-17-0025.pdf | ||
| S-17-0025_Pintail_Lakes_Trail.pdf | ||
| Exhibit4_Specifications.pdf | ||
| Exhibit5_BearSaverEnclosureCutSheet.PDF | ||
| RETURN_PACKET_S-17-0025.pdf |
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SHEET TITLE
TITLE SHEET
SCALE
Not To Scale
SHEET
OF
APACHE-SITGREAVES
DRAWING SHEET INDEX
TITLE SHEET
DESCRIPTION OF WORK
THE PINTAIL LAKES RECREATION AREA, LOCATED
JUST NORTH OF SHOW LOW ALONG AZ-77,
REQUIRES THE RECONSTRUCTION OF THE TRAIL
AND TRAILHEAD PARKING AREAS. THE WORK
INCLUDES MILLING THE EXISTING ASPHALTIC TRAIL
PARKING STALL, COMPACTING, PLACING NEW
CONCRETE, AND OTHER RELATED WORK.
PINTAIL LAKE
REC AREA
3.5 MILES
TO PINTAIL LAKE RD EXIT
P E N
R O
D R
D
A Z
T O
SN
O
W
FLA
K E
AZ260
SHOW LOW
U S60
TO SPRINGERVILLE
4 MI
A Z
US60
SITE PLAN
ACCESSIBLE PARKING STALL
CONCRETE DETAILS
SIGNAGE AND MARKING DETAILS
PROJECT LOCATION
BLYTHE
YUMA
KINGMAN
ROOSEVELT
NOGALES
TUCSON
GRANDE
CASA
PHOENIX
MESA
ALPINE
SAFFORD
GLOBE
TUBA CITY
PAYSON
FLAGSTAFF
CANYON
GRAND
SPRINGERVILLE
SHOWLOW
HEBER
CHINLE
PAGE
PINTAIL LAKES TRAIL
AND PARKING
RECONSTRUCTION
CLIFTON
N
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S
W
STATE VICINITY MAP
PROJECT VICINITY MAP
4/13/2017
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
SOUTHWEST REGION 3
APACHE-SITGREAVES NATIONAL FORESTS
LAKESIDE RANGER DISTRICT
REVIEWED BY:
PROJECT ENGINEER
REVIEWED BY:
SUBMITTED BY:
DATE
DISTRICT RANGER DATE
INFRASTRUCTURE AND OPS
DATE
APPROVED BY:
FOREST SUPERVISOR DATE
APPROVED BY:
FOREST ENGINEER DATE
SHEET NOTES
SCALE (1" = 60')
1. MILL EXISTING ASPHALT TRAIL
AND COMPACT IN PLACE PER
SPECIFICATIONS.
2. DOWEL NEW CONCRETE INTO
ALL EXISTING CONCRETE TRAIL
OR CONCRETE PAVEMENT, PER
DETAIL 1A, SHEET 4 OF 5.
3. PROVIDE 4" THICK, CONCRETE
TRAIL, JOINTS AND TURNDOWNS
PER DETAILS 2A AND 3A, SHEET 4
OF 5.
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120'60'30'0' 15'
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Sheet 2
IN
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NEW PARKING STALL;
SHEET 4 OF 5
NEW CONCRETE TRAIL
NEW TRAIL
TURNAROUNDS
NEW CONCRETE
ACCESSIBLE TRAIL
18" VAN
HORN ROLL
ACCESSIBLE
MARKING;
DETAIL 1B,
SHEET 5 OF 5
(GF) BARCO RUBBERIZED
WHEEL STOP; INCLUDING
REBAR STAKES
SHEET NOTES
NO SCALE
LEGEND
1. OPTION #1: MILL EXISTING
ASPHALTIC PARKING STALL AND
COMPACT.
2. OPTION #2: INSTALL 6-INCH
THICK CONCRETE PARKING STALL,
WITH SAWCUT JOINTS, AND
TURNDOWNS PER DETAILS 3A
AND 5A. NOTE 4-INCHES OF 3 4"
MINUS MATERIAL IS REQUIRED.
GRADE SUCH THAT TOP OF
CONCRETE IS FLUSH WITH FINAL
EARTHEN GRADE.
3. OPTION #3: VAN HORN ROLL,
AS SHOWN AND PER DETAIL 4A,
SHEET 4 OF 5.
4. OPTION #4: PROVIDE
ACCESSIBLE MARKING, AND
TRAFFIC MARKING PAINT, BLUE,
6-INCH WIDE. INSTALL GOV'T
FURNISHED SIGNS AND POSTS, AS
SHOWN, PER DETAIL 2B, SHEET 5
OF 5. INSTALL GOV'T FURNISHED
RUBBER CURB STOPS PER
MANUFACTURER'S INSTRUCTIONS.
5. OPTION #5: INSTALL CONCRETE
PAD, J-BOLTS, DOWELS, AND
GOV'T FURNISHED TRASH
ENCLOSURE, WITH DIMENSIONS
PER EXHIBIT 5, AND
REINFORCEMENT PER DETAIL 2A,
SHEET 4 OF 5. LOCATION TO BE
DETERMINED BY CONTRACTING
OFFICER, BUT WILL BE ADJACENT
TO EXISTING CONCRETE.
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Sheet 3
IN
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CONTROL JOINTS
SIGN AND POST
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16'
11' 5' 9'
2'
1'
6"
8" 4"
4"
#4 REBAR; 18"
O.C. EACH WAY#4 REBAR
4" TOOLED
RADIUS EDGE
OR SAWCUT
(TYPICAL)
COMPACTED BACKFILL;
SLOPED 3H:1V AWAY
FROM CONCRETE
3"
6" CONCRETE PAD AND
CROSSING TURNDOWN
NO SCALE
DETAIL 5A
2"
4" MINUS
COMPACTED ABC
DETAIL 2A
4" SIDEWALK
NO SCALE
8" 8"4" 4"3'
#3 REBAR; 18"
O.C. EACH WAY
COMPACTED
MILLED
ASPHALT
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Sheet 4
IN
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5'
CROSS SECTION
CROSS SECTION
4"
4"
CONCRETE CONTROL JOINT
NO SCALE
DETAIL 3A
FOR 4" CONCRETE, INSTALL CONTROL JOINTS EVERY 5' O.C.
EACH WAY
FOR 6-9" CONCRETE, INSTALL CONTROL JOINTS
AS SHOWN ON THE DRAWINGS
JOINT DEPTH (IN.) = CONCRETE DEPTH (IN.) / 3
CONCRETE DEPTH
JOINT DEPTH
FOR SIDEWALKS, USE TOOLED
CONTROL JOINT WITH
4" RADIUS EDGE. FOR PARKING,
AREAS USE SAWCUT METHOD
WITH DEPTH AS SHOWN.
CROSS SECTION
PREPARED SUBGRADE
SUBGRADE
CONCRETE TIE-IN
NO SCALE
DETAIL 1A CROSS SECTION
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6"
NEW CONCRETE
SECTION
24" #4 DEFORMED STEEL
TIE BAR; DRILL AND EPOXY
GROUT INTO EXISTING
CONCRETE ROADWAY 18"
ON CENTER
6" MIN.
3"
COLD JOINT
WITH BOND BREAKER
EXISTING CONCRETE
SECTION
SECTION TO BE REMOVED
6"
CONCRETE18"
ROLL TOP OF
HARD SURFACE
DETAIL 4A CROSS SECTION
6"
SLOPE AT 3:1
(33% OR 18.5 DEGREES)
COMPACTED
MILLINGS
SOFT SURFACE
MATCH BOTTOM OF
SOFT SURFACE TO
TOP OF HARD SURFACE
PREPARED SUBGRADE
VAN HORN ROLL
N.T.S.
ACCESSIBLE MARKING
DETAIL 1B
4'-4"
3'-10"
5'
5'-6"
4"
NO SCALE
BLUE PAINT
WHITE PAINT
ACCESSIBLE SIGN POST
DETAIL 2B NO SCALE
GOVERNMENT FURNISHED
ACCESSIBLE SIGN
GOVERNMENT FURNISHED
U-CHANNEL POSTS
AND HARDWARE
18"
5'-10" MIN.
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So u th w es t
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Sheet 5
IN
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