Attach 3 - Drawings.pdf
PDF 3 MB Posted
- Attached to
- Construct FSR 4 Road Project - Tonto National Forest Federal contract opportunity
- Solicitation number
- 127EAX21Q0031
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions and Answers 09152021.docx | DOCX document | |
| 127EAX21Q0031 0002.pdf | ||
| FR4_StakingPlan_20210914.pdf | ||
| StakingPoints_20210914 (002).pdf | ||
| 127EAX21Q0031 0001.pdf | ||
| Attach 2 - Forest Service Spplemental Specifications_20200813.pdf | ||
| Attach 1 - Schedule of Items.pdf | ||
| Attach 4 - WD AZ20210008.pdf | ||
| 127EAX21Q0031.pdf |
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FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
FOREST SERVICE ROAD 4 ROAD CONSTRUCTION PROJECT
GLOBE RANGER DISTRICT
7680 6 SHOOTER CANYON RD. HEAD NORTH TOWARD 6 SHOOTER CANYON RD FOR 112 FT. TURN LEFT
ONTO 6 SHOOTER CANYON RD. FOR 0.2 MI. CONTINUE ONTO SIX SHOOTER CANYON RD. FOR 312 FT.
CONTINUE ONTO S JESSE HAYES RD FOR 0.8 MI. TURN RIGHT ONTO RUIZ CANYON RD. FOR 318 FT., TURN RIGHT ONTO S BROAD ST. FOR 322 FT. TURN LEFT ONTO S HILL ST. FOR 0.2 MI. FOLLOW US-60 W
TO S PANTHER DR IN SUPERIOR FOR 25.1 MI. TURN LEFT ONTO W ASH ST. FOR 1.0 MI. CONTINUE ONTO
US-60 W/N BROAD ST/WILLOW ST FOR 24.1 MI DRIVE TO N TELEGRAPH CANYON RD 2.6 MI. TURN LEFT
ONTO S PANTHER DR 0.6 MI TURN RIGHT ONTO N TELEGRAPH CANYON RD FOR 2.1 MI DESTINATION
WILL BE ON THE RIGHT N TELEGRAPH CANYON RD
LATITUDE 33.258038° LONGITUDE -111.127255°.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DATE
8/1 3/2
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ARIZONA
PINAL COUNTY
(R03) SOUTHWESTERN REGION
TONTO NATIONAL FOREST
GLOBE RANGER DISTRICT
FOREST SUPERVISOR
CONTENTS
SHEET SHEET TITLE
G-01 COVER SHEET
G-02 SCHEDULE OF ITEMS AND GENERAL
NOTES
G-03 FR4 HORIZONTAL ALIGNMENT LAYOUT
G-04 TURN OUT LOCATION AND DIMENSIONS
C-01 PROJECT OVERVIEW
C-02 FR 4 STA 0+00 TO 5+00 PLAN AND PROFILE
C-03 FR 4 STA 5+00 TO 10+00 PLAN AND
PROFILE
C-04 FR 4 STA 10+00 TO 15+00 PLAN AND
PROFILE
C-05 FR 4 STA 15+00 TO 20+00 PLAN AND
PROFILE
C-06 FR 4 STA 20+00 TO 25+00 PLAN AND
PROFILE
C-07 FR 4 STA 25+00 TO 29+93 PLAN AND
PROFILE
C-08 N TELEGRAPH CANYON ROAD PLAN AND
PROFILE
C-09 DRIVABLE DITCH AND FORD CROSSING
DETAIL
C-10 TYPICAL ROAD CONSTRUCTION AND
TURNOUT DETAILS
C-11 BARBED WIRE FENCE AND ROUTE
MARKER SIGN
C-12 CATTLEGUARD DETAIL
C-13 ROCK BARRIER DETAIL
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
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(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
SCHEDULE OF ITEMS
AND GENERAL NOTES
04/23/2020
C.GOMEZ
C.GOMEZ
S.BINGHAM
G-02 02 17
SCHEDULE OF ITEMS
WORK DESCRIPTION
WORK INCLUDES, BUT IS NOT LIMITED TO MOBILIZATION, ROCK BLASTING,
ROADWAY EXCAVATION AND EMBANKMENT CONSTRUCTION, DRAINAGE
EXCAVATION, STREAM CROSSING STABILIZATION WITH STONE, RELOCATION
OF RANGE FENCE AND CATTLE GUARD INSTALLATION.
ALL EXCESS EXCAVATION SHALL BE REMOVED FROM FOREST SERVICE LANDS.
GENERAL NOTES:
1.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
- STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL
HIGHWAY PROJECTS, FP-14 US CUSTOMARY UNITS, AND ITS LATEST REVISIONS.
2.THE HORIZONTAL POSITIONS AND DATUM ARE BASED ON AN ARBITRARY COORDINATE
SYSTEM.THERE ARE NO KNOWN UTILITIES ON SITE.THE CONTRACTOR IS RESPONSIBLE FOR
REQUESTING TO LOCATE UTILITIES.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, AND PAY ALL FEES
AS REQUIRED BY THE CONSTRUCTION COVERED IN THESE PLANS.
CONSTRUCTION NOTES:
4.THE CONTRACTOR SHALL NOT DAMAGE EXISTING ROADS OR NATIONAL FOREST
RESOURCES. THE CONTRACTOR IS RESPONSIBLE FOR SAFE USE OF ROADS BY THE
CONTRACTOR'S PERSONNEL. TRAFFIC SAFETY MUST BE ASSURED ON ROADS AFFECTED BY
CONSTRUCTION. SEE SPECIFICATION FOR SIGNAGE AND ROAD CLOSURE REQUIREMENTS.
5.ALL FILL, EMBANKMENT, STREAMBED AND ROCK QUANTITIES ARE "IN-PLACE" QUANTITIES,
NOT SWELLED/LOOSE VOLUME.
6.EXCAVATION REQUIRED FOR PLACEMENT OF RIPRAP SHALL BE CONSIDERED INCIDENTAL TO
THE PLACEMENT OF RIPRAP (251 PAY ITEMS).
7.CONTRACTOR SHALL SUBMIT A SAFETY PLAN AND HAZARDOUS SPILL PLAN TO THE CO PRIOR
TO THE PRE-CONSTRUCTION MEETING.
8.CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE CO PRIOR TO THE
PRE-CONSTRUCTION MEETING. . ANY DEVIATION S FROM THIS PLAN SHALL BE IMMEDIATELY
RESUBMITTED TO THE CO IN AN UPDATED SCHEDULE.
9.SUBMIT A ROCK BLASTING AND EXCAVATION PLAN. SHALL BE SUBMITTED FOR APPROVAL 30
DAYS PRIOR TO COMMENCEMENT OF WORK.
10. ALL PLANS TO BE SUBMITTED ARE INCIDENTAL TO WORK ITEMS IN THE SCHEDULE OF ITEMS.
EROSION CONTROL NOTES:
1.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT AN EROSION
CONTROL AND SEDIMENT CONTROL PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES.
THE PLAN SHALL BE SPECIFIC AND SHALL BE PAID FOR UNDER PAY ITEM 15713, "SOIL
EROSION AND POLLUTION CONTROL".
2.ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN, BUT NOT INCLUDED AS A SEPARATE
PAY ITEM, SHALL BE PAID FOR UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION
CONTROL".
3.THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION
MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR
COMPLETED.
4.ALL STREAMBANKS SHALL BE IMMEDIATELY STABILIZED AFTER DISTURBANCE.
5.ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE OR CERTIFIED WEED-FREE
STRAW WADDLES ALONG THE PERIMETER OF THE STOCKPILE.
6.EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED DAILY OR AFTER ANY
RAINFALL EVENT, TO INSURE THAT THEY ARE IN GOOD WORK CONDITION, AND TO REMOVE
ANY EXCESS BUILD UP OF SILT AND OTHER DEBRIS.
7.UPON THE COMPLETION AND ACCEPTANCE OF PERMANENT EROSION CONTROL WORK, ALL
TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OFF FOREST
SERVICE LANDS BY THE CONTRACTOR. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO
THE COST TO INSTALL.
SCHEDULE OF ITEMS
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FR4 ALIGNMENT
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
C5
L6
C6
L7
C7
L8
C8
L9
C9
L10
C10
STATION
0+00.0
PC 0+86.9
PI 1+16.0
PT 1+39.6
1+39.6
PC 1+94.9
PI 2+16.1
PT 2+35.0
2+35.0
PC 4+79.3
PI 4+95.6
PT 5+10.8
5+10.8
PC 8+20.9
PI 8+30.9
PT 8+40.7
8+40.7
PC 9+57.1
PI 9+76.7
PT 9+94.4
9+94.4
PC 10+73.9
PI 11+09.0
PT 11+35.1
11+35.1
PC 11+93.3
PI 12+01.9
PT 12+10.3
12+10.3
PC 13+66.6
PI 13+78.5
PT 13+90.0
13+90.0
PC 14+62.6
PI 14+99.7
PT 15+26.4
15+26.4
PC 15+29.7
PI 15+80.5
PT 15+91.9
NORTHING
821490.8
821435.3
821427.1
821446.6
821473.5
821697.7
821720.9
821878.4
821891.5
821984.6
822003.8
822018.2
821994.2
821943.9
821930.9
821829.7
821819.1
821802.1
821756.4
821753.1
EASTING
943215.0
943148.1
943098.5
943046.7
943018.5
942921.5
942901.0
942633.8
942619.1
942549.3
942518.4
942440.2
942388.0
942358.7
942347.9
942228.8
942208.1
942137.6
942099.4
942099.2
RADIUS
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
30.00
DELTA
60-21-58
45-54-03
36-06-12
22-38-50
42-43-37
70-13-31
19-25-39
26-48-20
73-07-30
118-49-35
TANGENT
LENGTH
86.94
52.68
55.33
40.06
244.26
31.51
310.17
19.76
116.42
37.29
79.46
61.28
58.17
16.95
156.36
23.39
72.56
63.81
3.33
62.22
BEARING
S50° 20' 14.05"W
S80° 31' 13.09"W
N69° 17' 47.87"W
N46° 20' 46.34"W
N23° 23' 44.80"W
N41° 26' 50.63"W
N59° 29' 56.46"W
N48° 10' 31.42"W
N36° 51' 06.37"W
N58° 12' 54.77"W
N79° 34' 43.17"W
S65° 18' 31.26"W
S30° 11' 45.69"W
S39° 54' 35.00"W
S49° 37' 24.31"W
S63° 01' 34.53"W
S76° 25' 44.75"W
S39° 51' 59.93"W
S3° 18' 15.12"W
S62° 43' 02.47"W
FR4 ALIGNMENT
NUMBER
L11
C11
L12
C12
L13
C13
L14
C14
L15
C15
L16
C16
L17
C17
L18
C18
L19
C19
L20
C20
STATION
15+91.9
PC 17+88.6
PI 19+25.2
PT 18+69.9
18+69.9
PC 18+85.9
PI 19+38.3
PT 19+66.8
19+66.8
PC 19+99.5
PI 20+07.1
PT 20+14.5
20+14.5
PC 20+70.4
PI 20+83.8
PT 20+96.5
20+96.5
PC 21+47.0
PI 21+86.7
PT 22+14.2
22+14.2
PC 23+86.5
PI 23+97.1
PT 24+07.7
24+07.7
PC 24+78.8
PI 24+81.2
PT 24+83.5
24+83.5
PC 25+72.4
PI 25+95.9
PT 26+16.3
26+16.3
PC 26+50.8
PI 26+68.2
PT 26+84.2
26+84.2
PC 27+01.8
PI 27+05.5
PT 27+09.2
NORTHING
821729.4
821834.0
821792.2
821778.8
821708.4
821691.8
821682.4
821641.2
821627.3
821612.0
821634.2
821782.5
821799.9
821855.4
821858.9
821922.7
821962.8
821997.2
822029.1
822044.0
EASTING
942053.3
941886.7
941845.6
941854.4
941837.8
941809.6
941798.0
941760.2
941738.4
941690.3
941632.2
941544.3
941532.3
941487.7
941484.6
941422.7
941408.9
941412.6
941405.2
941395.9
RADIUS
30.00
50.00
50.00
50.00
50.00
150.00
50.00
50.00
50.00
50.00
DELTA
155-13-34
92-40-16
17-05-01
29-56-25
76-55-02
8-06-51
5-22-55
50-17-28
38-14-27
8-28-58
TANGENT
LENGTH
196.68
81.28
16.01
80.87
32.77
14.91
55.97
26.13
50.48
67.12
172.32
21.24
71.11
4.70
88.89
43.89
34.53
33.37
17.59
7.40
BEARING
N57° 52' 10.18"W
S44° 31' 02.82"W
S33° 05' 44.17"E
S13° 14' 23.71"W
S59° 34' 31.60"W
S51° 02' 01.27"W
S42° 29' 30.94"W
S57° 27' 43.32"W
S72° 25' 55.70"W
N69° 06' 33.41"W
N30° 39' 02.51"W
N34° 42' 27.79"W
N38° 45' 53.08"W
N41° 27' 20.47"W
N44° 08' 47.86"W
N19° 00' 03.99"W
N6° 08' 39.88"E
N12° 58' 33.81"W
N32° 05' 47.50"W
N36° 20' 16.38"W
FR4 ALIGNMENT
NUMBER
L21
C21
L22
C22
L23
C23
L24
C24
L25
STATION
27+09.2
PC 27+16.6
PI 27+43.3
PT 27+65.6
27+65.6
PC 27+68.6
PI 27+79.1
PT 27+89.3
27+89.3
PC 28+38.6
PI 28+91.2
PT 29+01.7
29+01.7
PC 29+25.5
PI 29+49.7
PT 29+70.7
29+70.7
NORTHING
822049.9
822055.6
822101.5
822104.4
822124.9
822173.7
822192.8
822177.9
822168.2
EASTING
941391.5
941386.7
941376.5
941377.3
941378.6
941371.6
941323.1
941304.6
941262.0
RADIUS
50.00
50.00
30.00
50.00
DELTA
56-08-27
23-43-06
120-36-07
51-50-06
TANGENT
LENGTH
7.45
48.99
2.95
20.70
49.28
63.15
23.75
45.23
21.27
BEARING
N40° 34' 45.26"W
N12° 30' 31.71"W
N15° 33' 41.85"E
N3° 42' 08.62"E
N8° 09' 24.62"W
N68° 27' 28.23"W
S51° 14' 28.15"W
S77° 09' 30.98"W
N76° 55' 26.19"W
N TELEGRAPH CANYON ROAD ALIGNMENT
NUMBER
L26
C25
L28
L27
C26
L29
C27
L30
STATION
29+88.6
PC 30+15.5
PI 30+17.2
PT 30+19.0
30+19.0
30+19.0
PC 30+42.2
PI 31+04.6
PT 30+70.5
30+70.5
PC 31+05.7
PI 31+08.7
PT 31+11.7
31+11.7
NORTHING
822169.7
822195.8
822199.2
822199.2
822221.3
822230.4
822202.1
822197.0
EASTING
941240.6
941247.2
941248.2
941248.2
941255.5
941238.0
941217.0
941213.7
RADIUS
50.00
10.00
50.00
DELTA
4-06-26
161-46-59
6-53-21
TANGENT
LENGTH
26.88
3.58
23.21
23.21
28.24
35.20
6.01
50.16
BEARING
N14° 13' 33.86"E
N16° 16' 46.77"E
N18° 19' 59.68"E
N18° 19' 59.68"E
N62° 33' 29.62"W
S36° 33' 01.08"W
S33° 06' 20.62"W
S29° 39' 40.16"W
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
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(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 ALIGNMENT
LAYOUT
04/23/2020
C.GOMEZ
C.GOMEZ
S.BINGHAM
G-03 03 17
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FR 4 TURNOUT LOCATIONS
STATION LOCATION
TRANSITION
IN
TRANSITION
LENGTH
TRANSITION
OUT
0+67 L 75 50 75
2+67 R 75 50 75
3+67 L 75 50 75
5+92 R 75 50 75
8+67 L 75 200 75
11+92 R 75 50 75
13+92 L 75 125 75
15+92 R 75 50 75
17+17 L 75 50 75
19+42 L 75 50 75
22+92 R 75 50 75
24+92 L 75 50 75
27+67 L 75 50 75
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
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(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
TURNOUT LOCATION
AND DIMENSIONS
XX/XX/XXXX
C.GOMEZ
C.GOMEZ
S.BINGHAM
G-04 04 17
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AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CORNER
CORNER
CP2
CP1
CP3
CP4
PRIVATE PROPERTY LINE
EXISTING RANGE FENCE
RELOCATE FENCE
INSTALL CATTLE GUARD
EDGE OF LANE
DAYLIGHT EXCAVATION
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
EZ
DA
VI
LA C
:\U
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\C
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PR
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R4 \01
PR
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TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
PROJECT OVERVIEW
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-01 05 17
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 150'
AutoCAD SHX Text 300'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
0+001+002+003+004+005+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
STA 0+75
INSTALL NATURAL FORD CROSSING
LENGTH: 60'
STA 1+90
INSTALL NEW CATTLEGUARD
0+00
X℄
.40
P℄ : 2
5.4
X℄
.54
P℄
.40
X℄
.31
P℄
.36
X℄
.45
P℄
.53
X℄
.88
P℄
.06
1+00
X℄
.85
P℄ : 2
1.7
X℄
.28
P℄
.32
X℄
.79
P℄
.69
X℄
.89
P℄
.87
X℄
.79
P℄
.83
2+00
X℄
.56
P℄ : 2
9.4
X℄
.05
P℄
.07
X℄
.54
P℄
.67
X℄
.28
P℄
.23
X℄
.43
P℄
.43
3+00
X℄
.54
P℄ : 2
5.6
X℄
.07
P℄
.85
X℄
.65
P℄
.68
X℄
.56
P℄
.51
X℄
.62
P℄
.34
4+00
X℄
.55
P℄ : 2
4.6
X℄
.13
P℄
.15
X℄
.40
P℄
.69
X℄
.60
P℄
.88
X℄
.90
P℄
.98
5+00
X℄
.56
P℄ : 2
1.6
-4.3% -11.7%-2.9%17.7%
4.5%2.2%
6.0% 10.3%
10.9% 6.2%
0+
0+
IC: 2.02 CY
IF: 0.65 CY
CC: 2.02 CY
CF: 0.65 CY
0+
IC: 5.36 CY
IF: 0.09 CY
CC: 7.38 CY
CF: 0.74 CY
1+
IC: 3.33 CY
IF: 0.71 CY
CC: 10.71 CY
CF: 1.45 CY
1+
IC: 2.56 CY
IF: 0.99 CY
CC: 13.27 CY
CF: 2.44 CY
1+
IC: 3.60 CY
IF: 0.84 CY
CC: 16.87 CY
CF: 3.28 CY
1+
IC: 2.85 CY
IF: 0.70 CY
CC: 19.72 CY
CF: 3.98 CY
2+
IC: 2.43 CY
IF: 0.81 CY
CC: 22.15 CY
CF: 4.80 CY
2+
IC: 6.48 CY
IF: 1.01 CY
CC: 28.63 CY
CF: 5.80 CY
2+
IC: 8.49 CY
IF: 1.97 CY
CC: 37.12 CY
CF: 7.78 CY
2+
IC: 5.22 CY
IF: 4.95 CY
CC: 42.33 CY
CF: 12.72 CY
3+
IC: 5.07 CY
IF: 8.78 CY
CC: 47.40 CY
CF: 21.50 CY
3+
IC: 3.39 CY
IF: 11.43 CY
CC: 50.80 CY
CF: 32.93 CY
3+
IC: 1.67 CY
IF: 11.95 CY
CC: 52.46 CY
CF: 44.88 CY
3+
IC: 1.51 CY
IF: 13.45 CY
CC: 53.98 CY
CF: 58.32 CY
4+
IC: 4.33 CY
IF: 14.05 CY
CC: 58.31 CY
CF: 72.37 CY
4+
IC: 10.38 CY
IF: 10.78 CY
CC: 68.69 CY
CF: 83.15 CY
4+
IC: 16.31 CY
IF: 5.29 CY
CC: 85.00 CY
CF: 88.44 CY
4+
IC: 18.82 CY
IF: 2.01 CY
CC: 103.82 CY
CF: 90.45 CY
IC: 12.21 CY
IF: 1.75 CY
CC: 116.03 CY
CF: 92.20 CY
EXISTING GROUND
PROPOSED FINISHED CENTERLANE
DITCH RIGHT
STA 3+40
CONSTRUCT DRIVABLE DIP
STA 4+80
CONSTRUCT DRIVABLE DIP
PVI STA: 1+25.37
PVI ELEV: 2636.34
K: 3.78
LVC: 50.00
VC
S
TA
: 1
+1 5.3
VC
E
LE
V:
.57
VC
S
TA
: 1
+6 5.3
VC
E
LE
V:
.14
PVI STA: 1+97.00
PVI ELEV: 2639.56
K: 12.94
LVC: 30.00
VC
S
TA
: 1
+8 2.0
VC
E
LE
V:
.88
VC
S
TA
: 2
+1 2.0
VC
E
LE
V:
.88
PVI STA: 4+07.50
PVI ELEV: 2655.45
K: 11.64
LVC: 50.00
VC
S
TA
: 3
+8 2.5
VC
E
LE
V:
.88
VC
S
TA
: 4
+3 2.5
VC
E
LE
V:
.95
PVI STA: 3+03.50
PVI ELEV: 2646.00
K: 8.51
LVC: 40.00
VC
S
TA
: 2
+6 8.5
VC
E
LE
V:
.19
VC
S
TA
: 3
+0 8.5
VC
E
LE
V:
.31
PVI STA: 4+90.07
PVI ELEV: 2660.40
K: 10.77
LVC: 50.00
VC
S
TA
: 4
+6 5.0
VC
E
LE
V:
.90
PVI STA: 3+33.88
PVI ELEV: 2647.88
K: 12.16
LVC: 50.00
VC
S
TA
: 3
+0 8.8
VC
E
LE
V:
.33
VC
S
TA
: 3
+5 8.8
VC
E
LE
V:
.45
PVI STA: 2+56.00
PVI ELEV: 2640.83
K: 4.59
LVC: 40.00
VC
S
TA
: 2
+2 1.0
VC
E
LE
V:
.08
VC
S
TA
: 2
+6 1.0
VC
E
LE
V:
.38
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
P
C
P
R20.00
R20.00
12-2.
0%
-2 .0%
-2.0%
-2 .0%
-2.
0%
STA 0+00
STA 0+50
STA 1+00
ST
A
1+
ST
A
2+
ST
A 2
+5
ST
A 3
+0
ST
A 3
+5
ST
A 4
+0
ST
A 4
+5
ST
A
5+
ST
A
5+
EXISTING RANGE FENCE
INSTALL NEW FENCE
(PAY ITEM 61901)
INSTALL CATTLE GUARD
(PAY ITEM 61903)
STA 0+75
EXISTING STREAM ℄
INSTALL NATURAL FORD CROSSING
DAYLIGHT LINE
EDGE OF TRAVELED WAY
REMOVE FENCE
(INCIDENTAL TO PAY ITEM 61901)
℄FR230
℄FR4
Station=0+00.00 Northing=821490.8383 Easting=943215.0136
WORKING LIMITS 100 FT ON
EITHER SITE OF INTERSECTION
STA 3+35
CONSTRUCT DRIVABLE DIP
STA 4+80
CONSTRUCT DRIVABLE DIP
L1
C1
L2
C2
L3
C3 R=50
R =50
R=50
FOREST ROAD 4
ROUTE MARKER
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
EZ
DA
VI
LA C
:\U
SE
RS
\C
GO
ME
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AV
IL
A\
DO
CU
ME
NT
S\
PR
OJ
EC
TS
\F
OR
ES
TS
\T
ON
TO
NF
\N
FS
R4 \01
PR
OJ
EC
TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-02 06 17
FR4
FR
FR230
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
5+006+007+008+009+0010+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
10.6%
8.0%
16.3%
18.0%
9.3%
5+00
X℄
.65
P℄ : 2
1.5
X℄
.62
P℄
.58
X℄
.53
P℄
.71
X℄
.62
P℄
.84
X℄
.87
P℄
.90
6+00
X℄
.95
P℄ : 2
1.7
X℄
.61
P℄
.40
X℄
.01
P℄
.01
X℄
.29
P℄
.22
X℄
.30
P℄
.31
7+00 X℄
.42
P℄ : 2
3.5
X℄
.87
P℄
.85
X℄
.15
P℄
.12
X℄
.42
P℄
.39
X℄
.82
P℄
.70
8+00
X℄
.86
P℄ : 2
0.0
X℄
.43
P℄
.56
X℄
.15
P℄
.12
X℄
.56
P℄
.68
X℄
.98
P℄
.93
9+00
X℄
.91
P℄ : 2
6.8
X℄
.55
P℄
.40
X℄
.05
P℄
.61
X℄
.08
P℄
.55
X℄
.88
P℄
.18
10+00
X℄
.52
P℄ : 2
9.4
5+
IC: 6.96 CY
IF: 1.89 CY
CC: 122.99 CY
CF: 94.09 CY
5+
IC: 3.09 CY
IF: 3.07 CY
CC: 126.08 CY
CF: 97.16 CY
5+
IC: 1.70 CY
IF: 3.40 CY
CC: 127.78 CY
CF: 100.56 CY
6+
IC: 2.81 CY
IF: 2.50 CY
CC: 130.59 CY
CF: 103.07 CY
6+
IC: 4.60 CY
IF: 4.67 CY
CC: 135.19 CY
CF: 107.74 CY
6+
IC: 3.24 CY
IF: 11.05 CY
CC: 138.43 CY
CF: 118.79 CY
6+
IC: 2.42 CY
IF: 15.55 CY
CC: 140.85 CY
CF: 134.33 CY
7+
IC: 2.61 CY
IF: 18.01 CY
CC: 143.46 CY
CF: 152.34 CY
7+
IC: 4.08 CY
IF: 17.11 CY
CC: 147.54 CY
CF: 169.45 CY
7+
IC: 4.89 CY
IF: 12.02 CY
CC: 152.43 CY
CF: 181.47 CY
7+
IC: 6.15 CY
IF: 8.14 CY
CC: 158.58 CY
CF: 189.61 CY
8+
IC: 12.06 CY
IF: 9.97 CY
CC: 170.64 CY
CF: 199.58 CY
8+
IC: 77.16 CY
IF: 6.57 CY
CC: 247.80 CY
CF: 206.15 CY
8+
IC: 139.72 CY
IF: 0.00 CY
CC: 387.52 CY
CF: 206.15 CY
8+
IC: 98.81 CY
IF: 0.00 CY
CC: 486.33 CY
CF: 206.15 CY
9+
IC: 54.97 CY
IF: 0.86 CY
CC: 541.31 CY
CF: 207.01 CY
9+
IC: 39.76 CY
IF: 0.86 CY
CC: 581.07 CY
CF: 207.87 CY
9+
IC: 67.60 CY
IF: 2.77 CY
CC: 648.67 CY
CF: 210.64 CY
9+
IC: 39.97 CY
IF: 5.67 CY
CC: 688.64 CY
CF: 216.31 CY
IC: 50.82 CY
IF: 2.72 CY
CC: 739.46 CY
CF: 219.03 CY
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLANE
DITCH RIGHTDITCH RIGHT
STA 6+20
CONSTRUCT DRIVABLE DIP
STA 7+60
CONSTRUCT DRIVABLE DIP
STA 8+96
CONSTRUCT DRIVABLE DIP
PVI STA: 4+90.07
PVI ELEV: 2660.40
K: 10.77
LVC: 50.00
VC
S
TA
: 5
+1 5.0
VC
E
LE
V:
.06
PVI STA: 6+54.61
PVI ELEV: 2676.16
K: 4.19
LVC: 35.00
VC
S
TA
: 6
+3 7.1
VC
E
LE
V:
.77
VC
S
TA
: 6
+7 2.1
VC
E
LE
V:
.02
PVI STA: 8+00.00
PVI ELEV: 2699.92
K: 48.27
LVC: 80.00
VC
S
TA
: 7
+6 0.0
VC
E
LE
V:
.39
VC
S
TA
: 8
+4 0.0
VC
E
LE
V:
.12
PVI STA: 9+75.00
PVI ELEV: 2724.92
K: 5.76
LVC: 50.00
VC
S
TA
: 9
+5 5.0
VC
E
LE
V:
.05
PVI STA: 5+89.02
PVI ELEV: 2670.93
K: 18.87
LVC: 50.00
VC
S
TA
: 5
+6 4.0
VC
E
LE
V:
.27
VC
S
TA
: 6
+1 4.0
VC
E
LE
V:
.92
PVI STA: 9+00.07
PVI ELEV: 2717.94
K: 11.51
LVC: 100.00
VC
S
TA
: 8
+5 0.0
VC
E
LE
V:
.94
VC
S
TA
: 9
+5 0.0
VC
E
LE
V:
.59
X
X
X
X
X
X
X
X
12 20
-2 .0%
-2 .0%
-2 .0%
-2.0%
-2 .0%
-2 .0%
-2 .0%
ST
A 4
+5
ST
A
5+
ST
A
5+
ST
A
6+
ST
A
6+
ST
A
7+
ST
A
7+
ST
A
8+
ST
A
8+
50ST
A 9+
00ST
A
9+
50STA 10+00
STA 10+50
EXISTING RANGE FENCE
PR
IV
AT
E
PR
OP
ER
TY
L
IN
E
DA
YL
IG
HT
LI
NE
EDGE OF TRAVELED WAY
DAYLIGHT LINE
STA 8+96
CONSTRUCT DRIVABLE DITCH
STA 4+80
CONSTRUCT DRIVABLE DIP
STA 6+20
CONSTRUCT DRIVABLE DIP
STA 7+60
CONSTRUCT DRIVABLE DIP
C3
L4
C4
L5
C5
L6
R =5 0
R =5 0
R =50
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
EZ
DA
VI
LA C
:\U
SE
RS
\C
GO
ME
ZD
AV
IL
A\
DO
CU
ME
NT
S\
PR
OJ
EC
TS
\F
OR
ES
TS
\T
ON
TO
NF
\N
FS
R4 \01
PR
OJ
EC
TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-03 07 17
FR4
FR4FR4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
10+0011+0012+0013+0014+0015+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
10+00
X℄
.52
P℄ : 2
9.4
X℄
.49
P℄
.02
X℄
.61
P℄
.62
X℄
.03
P℄
.22
X℄
.36
P℄
.62
11+00
X℄
.91
P℄ : 2
6.6
X℄
.66
P℄
.61
X℄
.21
P℄
.46
X℄
.90
P℄
.92
X℄
.61
P℄
.82
12+00
X℄
.51
P℄ : 2
8.3
X℄
.54
P℄
.59
X℄
.58
P℄
.81
X℄
.73
P℄
.03
X℄
.11
P℄
.24
13+00
X℄
.34
P℄ : 2
4.4
X℄
.63
P℄
.42
X℄
.42
P℄
.37
X℄
.22
P℄
.12
X℄
.58
P℄
.67
14+00
X℄
.17
P℄ : 2
8.1
X℄
.50
P℄
.50
X℄
.75
P℄
.69
X℄
.29
P℄
.33
X℄
.34
P℄
.42
15+00
X℄
.28
P℄ : 2
6.3
14.3%
6.1%
2.0% 4.7%3.3%
18.0%
+2
IC: 97.25 CY
IF: 0.00 CY
CC: 836.71 CY
CF: 219.03 CY
+5
IC: 80.04 CY
IF: 0.00 CY
CC: 916.75 CY
CF: 219.04 CY
+7
IC: 45.54 CY
IF: 0.00 CY
CC: 962.28 CY
CF: 219.04 CY
+0
IC: 15.45 CY
IF: 0.00 CY
CC: 977.74 CY
CF: 219.04 CY
+2
IC: 4.25 CY
IF: 1.88 CY
CC: 981.98 CY
CF: 220.92 CY
+5
IC: 0.57 CY
IF: 5.36 CY
CC: 982.56 CY
CF: 226.27 CY
+7
IC: 0.04 CY
IF: 5.14 CY
CC: 982.60 CY
CF: 231.42 CY
+0
IC: 1.41 CY
IF: 2.19 CY
CC: 984.00 CY
CF: 233.60 CY
+2
IC: 1.99 CY
IF: 1.20 CY
CC: 986.00 CY
CF: 234.81 CY
+5
IC: 1.24 CY
IF: 2.48 CY
CC: 987.24 CY
CF: 237.29 CY
+7
IC: 1.52 CY
IF: 2.79 CY
CC: 988.76 CY
CF: 240.07 CY
+0
IC: 2.27 CY
IF: 1.72 CY
CC: 991.03 CY
CF: 241.79 CY
+2
IC: 4.70 CY
IF: 0.70 CY
CC: 995.73 CY
CF: 242.49 CY
+5
IC: 4.83 CY
IF: 0.48 CY
CC: 1000.56 CY
CF: 242.97 CY
+7
IC: 1.52 CY
IF: 0.86 CY
CC: 1002.08 CY
CF: 243.84 CY
+0
IC: 0.57 CY
IF: 0.48 CY
CC: 1002.65 CY
CF: 244.32 CY
+2
IC: 0.60 CY
IF: 0.64 CY
CC: 1003.25 CY
CF: 244.95 CY
+5
IC: 0.18 CY
IF: 1.40 CY
CC: 1003.42 CY
CF: 246.35 CY
+7
IC: 0.05 CY
IF: 1.63 CY
CC: 1003.47 CY
CF: 247.98 CY
IC: 1.09 CY
IF: 1.53 CY
CC: 1004.56 CY
CF: 249.51 CY
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLANE
DITCH RIGHTDITCH LEFT
STA 10+40
CONSTRUCT DRIVABLE DIP
STA 11+75
CONSTRUCT DRIVABLE DIP
STA 13+15
CONSTRUCT DRIVABLE DIP
PVI STA: 13+72.20
PVI ELEV: 2767.55
K: 35.39
LVC: 47.50
VC
S
TA
: 1
3+
.45
VC
E
LE
V:
.75
VC
S
TA
: 1
3+
.95
VC
E
LE
V:
.02
PVI STA: 14+49.79
PVI ELEV: 2769.10
K: 7.26
LVC: 55.00
VC
S
TA
: 1
4+
.29
VC
E
LE
V:
.55
VC
S
TA
: 1
4+
.29
VC
E
LE
V:
.57
PVI STA: 10+82.25
PVI ELEV: 2744.22
K: 16.09
LVC: 60.00
VC
S
TA
: 1
0+
.25
VC
E
LE
V:
.62
VC
S
TA
: 1
1+
.25
VC
E
LE
V:
.93
PVI STA: 11+67.45
PVI ELEV: 2756.38
K: 8.58
LVC: 70.00
VC
S
TA
: 1
1+
.45
VC
E
LE
V:
.10
VC
S
TA
: 1
2+
.45
VC
E
LE
V:
.82
PVI STA: 12+99.82
PVI ELEV: 2764.47
K: 43.73
LVC: 60.00
VC
S
TA
: 1
2+
.82
VC
E
LE
V:
.41
VC
S
TA
: 1
3+
.82
VC
E
LE
V:
.94
PVI STA: 9+75.00
PVI ELEV: 2724.92
K: 5.76
LVC: 50.00
VC
S
TA
: 1
0+
.00
VC
E
LE
V:
.32
20 12.00
-2.0% -2.
0%
-2 .0%
-2 .0%
-2.0%
-2.0%
-2.0
-2.0
-2.0%STA 9+50
STA 10
+00
STA 10
+50
ST
A
+0
STA 11+50
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
STA 15+00
ST
A
+5
PRIVATE PROPERTY LINE
EDGE OF TRAVELED WAY
DAYLIGHT LINE
STA 10+40
CONSTRUCT DRIVABLE DIP
NO SLOPE PROTECTION
STA 11+75
CONSTRUCT DRIVABLE DIP
STA 13+15
CONSTRUCT DRIVABLE DIP
STA 16+00
CONSTRUCT DRIVABLE DIP
CONSTRUCT DRIVABLE DIP
C5
L6
C6
L7
C7
L8
C8
L9
C9
L1
=30
R =50
R =50
R =50
R =50
R =5
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
EZ
DA
VI
LA C
:\U
SE
RS
\C
GO
ME
ZD
AV
IL
A\
DO
CU
ME
NT
S\
PR
OJ
EC
TS
\F
OR
ES
TS
\T
ON
TO
NF
\N
FS
R4 \01
PR
OJ
EC
TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-04 08 17
FR4
FR4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
15+0016+0017+0018+0019+0020+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
15+00
X℄
.28
P℄ : 2
6.3
X℄
.50
P℄
.19
X℄
.03
P℄
.07
X℄
.06
P℄
.91
X℄
.36
P℄
.34
16+00
X℄
.17
P℄ : 2
9.2
X℄
.38
P℄
.75
X℄
.70
P℄
.75
X℄
.65
P℄
.60
X℄
.54
P℄
.45
17+00
X℄
.88
P℄ : 2
4.4
X℄
.49
P℄
.97
X℄
.97
P℄
.90
X℄
.65
P℄
.21
X℄
.74
P℄
.93
18+00
X℄
.28
P℄ : 2
4.4
X℄
.50
P℄
.82
X℄
.85
P℄
.35
X℄
.73
P℄
.12
X℄
.55
P℄
.01
19+00
X℄
.35
P℄ : 2
9.2
X℄
.57
P℄
.46
X℄
.33
P℄
.35
X℄
.46
P℄
.44
X℄
.10
P℄
.81
20+00
X℄
.35
P℄ : 2
1.4
+2
IC: 3.79 CY
IF: 4.43 CY
CC: 1008.35 CY
CF: 253.93 CY
+5
IC: 17.50 CY
IF: 3.72 CY
CC: 1025.85 CY
CF: 257.65 CY
+7
IC: 20.09 CY
IF: 0.41 CY
CC: 1045.94 CY
CF: 258.06 CY
+0
IC: 6.47 CY
IF: 4.21 CY
CC: 1052.41 CY
CF: 262.27 CY
+2
IC: 0.41 CY
IF: 8.43 CY
CC: 1052.83 CY
CF: 270.70 CY
+5
IC: 5.04 CY
IF: 6.36 CY
CC: 1057.87 CY
CF: 277.06 CY
+7
IC: 13.27 CY
IF: 2.57 CY
CC: 1071.13 CY
CF: 279.63 CY
+0
IC: 42.90 CY
IF: 1.25 CY
CC: 1114.03 CY
CF: 280.88 CY
+2
IC: 53.91 CY
IF: 4.84 CY
CC: 1167.94 CY
CF: 285.72 CY
+5
IC: 44.29 CY
IF: 9.16 CY
CC: 1212.23 CY
CF: 294.88 CY
+7
IC: 87.98 CY
IF: 4.45 CY
CC: 1300.21 CY
CF: 299.33 CY
+0
IC: 187.91 CY
IF: 0.00 CY
CC: 1488.13 CY
CF: 299.33 CY
+2
IC: 193.35 CY
IF: 0.00 CY
CC: 1681.47 CY
CF: 299.33 CY
+5
IC: 77.26 CY
IF: 1.89 CY
CC: 1758.73 CY
CF: 301.22 CY
+7
IC: 22.07 CY
IF: 17.08 CY
CC: 1780.81 CY
CF: 318.31 CY
+0
IC: 27.08 CY
IF: 15.94 CY
CC: 1807.89 CY
CF: 334.25 CY
+2
IC: 16.34 CY
IF: 6.47 CY
CC: 1824.22 CY
CF: 340.72 CY
+5
IC: 9.73 CY
IF: 5.95 CY
CC: 1833.96 CY
CF: 346.67 CY
+7
IC: 16.02 CY
IF: 6.29 CY
CC: 1849.98 CY
CF: 352.96 CY
IC: 13.86 CY
IF: 11.77 CY
CC: 1863.84 CY
CF: 364.73 CY
-5.6%
-15.7%
0.0%
-15.7%
-18.0%
-9.7%
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLANE
-16.6% 12.0%
DITCH LEFTDITCH LEFT
STA 17+00
CONSTRUCT DRIVABLE DIP
STA 18+00
CONSTRUCT DRIVABLE DIP
STA 19+17
INSTALL NATURAL FORD CROSSING
LENGTH: 30'
STA 18+70
CONSTRUCT DRIVABLE DIP
STA 16+00
CONSTRUCT DRIVABLE DIP
PVI STA: 15+93.32
PVI ELEV: 2761.10
K: 8.35
LVC: 85.00
VC
S
TA
: 1
5+
.82
VC
E
LE
V:
.47
VC
S
TA
: 1
6+
.82
VC
E
LE
V:
.41
PVI STA: 17+46.93
PVI ELEV: 2743.97
K: 3.33
LVC: 60.00
VC
S
TA
: 1
7+
.93
VC
E
LE
V:
.97
VC
S
TA
: 1
7+
.93
VC
E
LE
V:
.97
PVI STA: 19+49.12
PVI ELEV: 2719.95
K: 1.75
LVC: 50.00
VC
S
TA
: 1
9+
.12
VC
E
LE
V:
.55
VC
S
TA
: 1
9+
.12
VC
E
LE
V:
.96
PVI STA: 18+85.42
PVI ELEV: 2721.59
K: 5.83
LVC: 35.00
VC
S
TA
: 1
8+
.42
VC
E
LE
V:
.04
VC
S
TA
: 1
9+
.42
VC
E
LE
V:
.45
PVI ELEV: 2743.97
K: 0.95
LVC: 15.00
VC
S
TA
: 1
6+
.64
VC
E
LE
V:
.15
VC
S
TA
: 1
7+
.64
VC
E
LE
V:
.97
PVI STA: 18+54.87
PVI ELEV: 2724.54
K: 6.00
LVC: 50.00
VC
S
TA
: 1
8+
.87
VC
E
LE
V:
.74
VC
S
TA
: 1
8+
.87
VC
E
LE
V:
.57
12.00
-2.0%
-2.0%
-2.
0%
-2.
0%
-2.
0%
-2 .0%
-2.0%
-2 .0%
STA 13+50
ST
A
+0
ST
A
+5
STA 15+00
STA 15+50
ST
A 1
6+
ST
A 1
6+
ST
A 1
7+
ST
A 1
7+
ST
A
+0
STA 18+50
STA 19+00
STA 19+50
STA 20+00
STA19+17
INSTALL NATURAL CROSSING FORD
DAYLIGHT LINE
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
STA 16+00
CONSTRUCT DRIVABLE DIP
STA 17+00
CONSTRUCT DRIVABLE DIP
STA 18+00
CONSTRUCT DRIVABLE DIP
NO SLOPE PROTECTION
C8
L9
C9
L1
C10
L11
C11
L12
C1
L13
C13R=50
R=50
R=
R=30
R=5
R=50
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
EZ
DA
VI
LA C
:\U
SE
RS
\C
GO
ME
ZD
AV
IL
A\
DO
CU
ME
NT
S\
PR
OJ
EC
TS
\F
OR
ES
TS
\T
ON
TO
NF
\N
FS
R4 \01
PR
OJ
EC
TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-05 09 17
FR4
FR4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
20+0021+0022+0023+0024+0025+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
-14.3% -1.4% -12.0%
-6.7%
9.3% -9.0% -2.4%
20+00
X℄
.35
P℄ : 2
1.4
X℄
.14
P℄
.21
X℄
.26
P℄
.29
X℄
.66
P℄
.75
X℄
.80
P℄
.62
21+00
X℄
.18
P℄ : 2
8.8
X℄
.39
P℄
.48
X℄
.12
P℄
.14
X℄
.77
P℄
.78
X℄
.11
P℄
.03
22+00
X℄
.20
P℄ : 2
0.7
X℄
.63
P℄
.74
X℄
.18
P℄
.14
X℄
.11
P℄
.97
X℄
.21
P℄
.29
23+00
X℄
.69
P℄ : 2
3.5
X℄
.47
P℄
.14
X℄
.57
P℄
.72
X℄
.01
P℄
.68
X℄
.37
P℄
.24
24+00
X℄
.99
P℄ : 2
6.0
X℄
.48
P℄
.31
X℄
.37
P℄
.96
X℄
.76
P℄
.19
X℄
.29
P℄
.47
25+00
X℄
.26
P℄ : 2
1.6
+2
IC: 10.58 CY
IF: 11.29 CY
CC: 1874.43 CY
CF: 376.02 CY
+5
IC: 20.61 CY
IF: 3.85 CY
CC: 1895.04 CY
CF: 379.86 CY
+7
IC: 25.13 CY
IF: 2.59 CY
CC: 1920.17 CY
CF: 382.45 CY
+0
IC: 19.80 CY
IF: 0.92 CY
CC: 1939.96 CY
CF: 383.37 CY
+2
IC: 5.58 CY
IF: 0.84 CY
CC: 1945.55 CY
CF: 384.21 CY
+5
IC: 0.86 CY
IF: 0.93 CY
CC: 1946.41 CY
CF: 385.15 CY
+7
IC: 1.35 CY
IF: 0.28 CY
CC: 1947.76 CY
CF: 385.42 CY
+0
IC: 4.48 CY
IF: 0.00 CY
CC: 1952.24 CY
CF: 385.42 CY
+2
IC: 3.53 CY
IF: 0.81 CY
CC: 1955.78 CY
CF: 386.24 CY
+5
IC: 0.04 CY
IF: 1.04 CY
CC: 1955.81 CY
CF: 387.28 CY
+7
IC: 0.03 CY
IF: 1.09 CY
CC: 1955.84 CY
CF: 388.37 CY
+0
IC: 1.79 CY
IF: 0.84 CY
CC: 1957.63 CY
CF: 389.21 CY
+2
IC: 3.42 CY
IF: 0.20 CY
CC: 1961.05 CY
CF: 389.41 CY
+5
IC: 1.70 CY
IF: 6.48 CY
CC: 1962.74 CY
CF: 395.90 CY
+7
IC: 0.07 CY
IF: 7.66 CY
CC: 1962.82 CY
CF: 403.56 CY
+0
IC: 2.09 CY
IF: 1.75 CY
CC: 1964.91 CY
CF: 405.31 CY
+2
IC: 6.49 CY
IF: 0.40 CY
CC: 1971.40 CY
CF: 405.70 CY
+5
IC: 10.39 CY
IF: 0.89 CY
CC: 1981.80 CY
CF: 406.59 CY
+7
IC: 12.88 CY
IF: 0.82 CY
CC: 1994.68 CY
CF: 407.41 CY
IC: 12.05 CY
IF: 0.24 CY
CC: 2006.73 CY
CF: 407.64 CY
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLANE
DITCH LEFT
DITCH RIGHTDITCH RIGHT
DITCH
LEFT
DITCH
LEFT
DITCH
LEFT
DITCH RIGHT
STA 20+75
CONSTRUCT DRIVABLE DIP
STA 22+00
CONSTRUCT DRIVABLE DIPSTA 23+15
CONSTRUCT DRIVABLE DIP
PVI STA: 24+41.75
PVI ELEV: 2689.95
K: 3.18
LVC: 75.00
VC
S
TA
: 2
3+
.75
VC
E
LE
V:
.32
VC
S
TA
: 2
4+
.75
VC
E
LE
V:
.37 PVI STA: 22+50.00
PVI ELEV: 2688.00
K: 5.27
LVC: 40.00
VC
S
TA
: 2
2+
.00
VC
E
LE
V:
.14
VC
S
TA
: 2
2+
.00
VC
E
LE
V:
.29
PVI STA: 21+75.11
PVI ELEV: 2693.77
K: 7.52
LVC: 40.00
VC
S
TA
: 2
1+
.11
VC
E
LE
V:
.12
VC
S
TA
: 2
1+
.11
VC
E
LE
V:
.36
PVI STA: 25+22.32
PVI ELEV: 2678.41
K: 12.31
LVC: 50.00
VC
S
TA
: 2
4+
.32
VC
E
LE
V:
.99 PVI STA: 22+19.36
PVI ELEV: 2688.44
K: 2.83
LVC: 30.00
VC
S
TA
: 2
1+
.36
VC
E
LE
V:
.85
VC
S
TA
: 2
2+
.36
VC
E
LE
V:
.30
PVI STA: 20+60.00
PVI ELEV: 2701.52
K: 10.11
LVC: 100.00
VC
S
TA
: 2
0+
.00
VC
E
LE
V:
.83
VC
S
TA
: 2
1+
.00
VC
E
LE
V:
.15
PVI STA: 23+13.38
PVI ELEV: 2682.27
K: 6.03
LVC: 40.00
VC
S
TA
: 2
2+
.38
VC
E
LE
V:
.98
VC
S
TA
: 2
3+
.38
VC
E
LE
V:
.03
PVI STA: 23+49.46
PVI ELEV: 2681.41
K: 4.29
LVC: 50.00
VC
S
TA
: 2
3+
.46
VC
E
LE
V:
.77
VC
S
TA
: 2
3+
.46
VC
E
LE
V:
.65
-2.
0%
-2.
0%
-2.
0%
2.0
2.0
-2 .0%
-2.0%
-2.0%
-2.0%
-2.0%
STA 19+50
STA 20+00
STA 20+50
STA 21+00
STA 21+50
ST
A
+0
ST
A 2
2+
ST
A 2
3+
ST
A 2
3+
ST
A 2
4+
ST
A 2
4+
ST
A
+0
ST
A
+5
EDGE OF TRAVELED WAY
DAYLIGHT LINE
STA 22+00
CONSTRUCT DRIVABLE DIP
STA 20+75
CONSTRUCT DRIVABLE DIP
STA 23+15
CONSTRUCT DRIVABLE DIP
L1
C1
L1
C1
L15
C15
L16
C16
L17
C17
L18
R=50
R=150
R =50
R=5
R =
R=
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
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DA
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LA C
:\U
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\C
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_R _R
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_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-06 10 17
FR4 FR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
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AutoCAD SHX Text I
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AutoCAD SHX Text U
AutoCAD SHX Text R
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FR4 PROFILE
25+0026+0027+0028+0029+0029+93
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
STA:
NATURAL FORD CROSSING
LENGTH: 35'
STA 27+53
NATURAL FORD CROSSING
LENGTH: 30'
-10.3%
-14.0%
-15.3%
-15.9% 7.6%
-18.1%
4.0%
X℄
.87
P℄
.95
X℄
.28
P℄
.61
X℄
.01
P℄
.48
X℄
.30
P℄
.84
26+00
X℄
.06
P℄ : 2
8.5
X℄
.82
P℄
.95
X℄
.64
P℄
.42
X℄
.91
P℄
.01
X℄
.27
P℄
.74
27+00
X℄
.82
P℄ : 2
1.5
X℄
.82
P℄
.57
X℄
.75
P℄
.25
X℄
.69
P℄
.80
X℄
.12
P℄
.32
28+00
X℄
.75
P℄ : 2
7.7
X℄
.89
P℄
.30
X℄
.32
P℄
.28
X℄
.36
P℄
.11
X℄
.73
P℄
.00
29+00
X℄
.66
P℄ : 2
3.9
X℄
.44
P℄
.00
X℄
.20
P℄
.15
X℄
.50
P℄
.23
X℄
.12
P℄
.23
29+93.24
X℄ P℄
+2
IC: 11.43 CY
IF: 1.82 CY
CC: 2018.16 CY
CF: 409.46 CY
+5
IC: 19.01 CY
IF: 1.59 CY
CC: 2037.17 CY
CF: 411.05 CY
+7
IC: 17.84 CY
IF: 0.00 CY
CC: 2055.00 CY
CF: 411.05 CY
+0
IC: 14.38 CY
IF: 0.00 CY
CC: 2069.38 CY
CF: 411.05 CY
+2
IC: 48.54 CY
IF: 1.75 CY
CC: 2117.92 CY
CF: 412.80 CY
+5
IC: 37.84 CY
IF: 2.00 CY
CC: 2155.76 CY
CF: 414.80 CY
+7
IC: 6.36 CY
IF: 4.80 CY
CC: 2162.12 CY
CF: 419.60 CY
+0
IC: 3.21 CY
IF: 5.62 CY
CC: 2165.33 CY
CF: 425.22 CY
+2
IC: 8.95 CY
IF: 2.01 CY
CC: 2174.28 CY
CF: 427.24 CY
+5
IC: 12.68 CY
IF: 0.82 CY
CC: 2186.96 CY
CF: 428.05 CY
+7
IC: 5.48 CY
IF: 1.83 CY
CC: 2192.45 CY
CF: 429.88 CY
+0
IC: 1.23 CY
IF: 5.28 CY
CC: 2193.68 CY
CF: 435.16 CY
+2
IC: 0.94 CY
IF: 6.40 CY
CC: 2194.62 CY
CF: 441.56 CY
+5
IC: 2.08 CY
IF: 4.00 CY
CC: 2196.69 CY
CF: 445.55 CY
+7
IC: 9.53 CY
IF: 2.88 CY
CC: 2206.23 CY
CF: 448.43 CY
+0
IC: 27.20 CY
IF: 15.28 CY
CC: 2233.43 CY
CF: 463.71 CY
+2
IC: 33.85 CY
IF: 29.33 CY
CC: 2267.29 CY
CF: 493.04 CY
+5
IC: 0.00 CY
IF: 20.37 CY
CC: 2267.29 CY
CF: 513.41 CY
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLANE
DITCH RIGHTDITCH RIGHT
STA 25+80
CONSTRUCT DRIVABLE DIP
STA 26+65
CONSTRUCT DRIVABLE DIP
STA 29+00
CONSTRUCT DRIVABLE DIP
DITCH RIGHT
PVI STA: 25+76.47
PVI ELEV: 2672.84
K: 6.35
LVC: 50.00
VC
S
TA
: 2
5+
.47
VC
E
LE
V:
.41
VC
S
TA
: 2
6+
.47
VC
E
LE
V:
.31
PVI STA: 28+03.36
PVI ELEV: 2649.10
K: 2.13
LVC: 50.00
VC
S
TA
: 2
7+
.36
VC
E
LE
V:
.20
VC
S
TA
: 2
8+
.36
VC
E
LE
V:
.13
PVI STA: 25+22.32
PVI ELEV: 2678.41
K: 12.31
LVC: 50.00
VC
S
TA
: 2
5+
.32
VC
E
LE
V:
.84
PVI STA: 26+60.10
PVI ELEV: 2657.67
K: 31.15
LVC: 90.00
VC
S
TA
: 2
6+
.10
VC
E
LE
V:
.84
VC
S
TA
: 2
7+
.10
VC
E
LE
V:
.81
PVI STA: 29+00.80
PVI ELEV: 2633.63
K: 47.03
LVC: 90.00
VC
S
TA
: 2
8+
.80
VC
E
LE
V:
.57
VC
S
TA
: 2
9+
.80
VC
E
LE
V:
.04
PVI STA: 27+45.30
PVI ELEV: 2644.68
K: 1.97
LVC: 45.00
VC
S
TA
: 2
7+
.80
VC
E
LE
V:
.33
VC
S
TA
: 2
7+
.80
VC
E
LE
V:
.78
C
O
R
N
E
R
C
P
26502625
CURVE WIDENING
Station=30+57.00
Offset=24.236 Northing=822255.7175 Easting=941259.8178
R=20.00
R=20.00 12
-2.0%
-2 .0%
-2.0
-2 .0%
-2 .0%
-2 .0%
-2.
0%
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
STA 26
+50
ST
A
+0
0ST
A 2
7+
ST
A 2
8+
ST
A
+5
STA 29+00
STA 29+50
PRIVATE PROPERTY LINE
EXISTING STREAM
STA 27+53
INSTALL NATURAL FORD CROSSING
EDGE OF TRAVELED WAY
DAYLIGHT LINE
INSTALL NATURAL FORD CROSSING
-2.0%
-2.0%
-2.0%
-2.0%
STA 25+80
CONSTRUCT DRIVABLE DIP
NO SLOPE PROTECTION
STA 26+65
CONSTRUCT DRIVABLE DIP
STA 29+00
CONSTRUCT DRIVABLE DIP
C16L17C17 L18C18
L19
C19 L20C20L21
C21
L22
C22
L23
C23
L2
L25
L26
L27
-2.0%
L2
L30
R=
R =30
R=50
R=50
R =50 R =50
R=50 R =5 0
C2
C25
C26
29+9230+00
+5
31+00
31+50
C2
R=50
R =10
R=
FOREST ROAD 4
ROUTE MARKER
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
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DA
VI
LA C
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\C
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\F
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\T
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\N
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R4 \01
PR
OJ
EC
TD
AT
A\
CA
D\
_R _R
OA
DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
FSR-4 PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-07 11 17
FR4
FR4
FR4
N Te le gr ap h
Ca ny on R oa d
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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AutoCAD SHX Text S
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
N TELEGRAPH CANYON ROAD PROFILE
29+00 30+00 31+00 32+00
X℄: EXISTING ELEVATION
P℄: PROPOSED ELEVATION
INCREMENTAL CUT (IC)
INCREMENTAL FILL (IF)
CUMULATIVE CUT (CC)
CUMULATIVE FILL (CF)
X℄
.92
P℄
.92
X℄
.43
P℄
.58
X℄
.14
P℄
.24
X℄
.88
P℄
.81
30+00
X℄
.14
P℄ : 2
6.2
X℄
.70
P℄
.66
X℄
.01
P℄
.49
X℄
.90
P℄
.80
X℄
.19
P℄
.78
31+00
X℄
.58
P℄ : 2
2.6
X℄
.35
P℄
.30
X℄
.00
P℄
.07
X℄
.88
P℄
.85
X℄
.72
P℄
.72
STA 29+40
MATCH TO EXISTING
ELEVATION
STA 31+60
MATCH TO EXISTING
ELEVATION
EXISTING ROAD CENTERLINE
PROPOSED FINISHED CENTERLINE
DITCH LEFT DITCH LEFT
DITCH RIGHT
STA 30+20
CONSTRUCT DRIVABLE DIP
PVI STA: 30+92.13
PVI ELEV: 2631.74
K: 4.55
LVC: 20.00
VC
S
TA
: 3
0+
.54
VC
E
LE
V:
.03
VC
S
TA
: 3
1+
.54
VC
E
LE
V:
.84
PVI STA: 31+15.68
PVI ELEV: 2634.50
K: 1.93
LVC: 25.00
VC
S
TA
: 3
1+
.55
VC
E
LE
V:
.84
VC
S
TA
: 3
1+
.55
VC
E
LE
V:
.36
PVI STA: 30+19.89
PVI ELEV: 2625.55
K: 17.70
LVC: 50.00
VC
S
TA
: 2
9+
.89
VC
E
LE
V:
.81
VC
S
TA
: 3
0+
.89
VC
E
LE
V:
.52
PVI STA: 30+53.08
PVI ELEV: 2625.45
K: 1.82
LVC: 30.00
VC
S
TA
: 3
0+
.08
VC
E
LE
V:
.48
VC
S
TA
: 3
0+
.08
VC
E
LE
V:
.67
PVI STA: 31+32.55
PVI ELEV: 2634.29
K: 2.36
LVC: 25.00
VC
S
TA
: 3
1+
.55
VC
E
LE
V:
.36
VC
S
TA
: 3
1+
.55
VC
E
LE
V:
.06
-0.3% 16.1%
11.7% -1.3% 9.3%
-1.7% -3.2%
+0
+3
+5
+6
+7
+7
+0
+1
+2
+5
+7
IC: 7.48 CY
IF: 0.37 CY
CC: 7.48 CY
CF: 0.37 CY
IC: 1.39 CY
IF: 1.47 CY
CC: 8.86 CY
CF: 1.84 CY
IC: 7.90 CY
IF: 0.78 CY
CC: 16.76 CY
CF: 2.61 CY
IC: 12.77 CY
IF: -1.17 CY
CC: 29.53 CY
CF: 1.44 CY
IC: 2.64 CY
IF: 0.62 CY
CC: 32.18 CY
CF: 2.06 CY
IC: 9.41 CY
IF: 1.17 CY
CC: 41.59 CY
CF: 3.24 CY
IC: 1.92 CY
IF: 0.07 CY
CC: 43.51 CY
CF: 3.31 CY
IC: 1.34 CY
IF: 0.84 CY
CC: 44.84 CY
CF: 4.15 CY
IC: 1.32 CY
IF: 1.42 CY
CC: 46.16 CY
CF: 5.57 CY
IC: 1.07 CY
IF: 0.00 CY
CC: 47.23 CY
CF: 5.57 CY
IC: 0.00 CY
IF: 0.00 CY
CC: 47.23 CY
CF: 5.57 CY
C
P
L28
STA 29+50
INSTALL BOULDER BARRIER
WORK LIMITS
ABOUT 50FT FROM ROAD INTERSECTION
STA 31+50
ROAD CONSTRUCTION ENDS
STA 32+00
WORK LIMITS
EXISTING ROAD CENTERLINE
-2 .0%
-2.0%
-2.
0%
-2.
0%
12.00
8.00
8.0
28.40
STA 30+20
CONSTRUCT DRIVABLE DIP
29+92
-2 .0%
+9
+0
30+50
+0
+5
+0
+4
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 3/2
0 1 5:
CG
OM
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DA
VI
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:\U
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\C
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PR
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TD
AT
A\
CA
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_R _R
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DS
_2
2.D W
G
(R3)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE DISTRICT
N TELEGRAPH CANYON
ROAD PLAN & PROFILE
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-08 12 17
N TELEGRAPH CANYON ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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6" 6"
ROAD SURFACE ROAD SURFACE
TYPICAL CROSS DITCH PLAN
NTS
10' 20' 10'
TYPICAL CROSS DITCH SECTION A-A
NTS
TYPICAL CROSS DITCH PERSPECTIVE
NTS
A A ROAD SURFACE
SLOPE DOWN SLOPE
DOWN
SLOPE
DOWN
SLOPE TO DRAIN 2%
CREST SAG ORIGINAL GRADE
CREST SAG
SLOPE
DOWN
30° - 45°
LOCATE LOW POINT OF
SAG AT
CHANNEL TO MAINTAIN
NATURAL FLOW
PROPOSED ROAD
2-4 %
12'
14'
EXCAVATE MATERIAL AS NECESSARY
TO PROVIDE UNIFORM ROADBED AND
MATCH NATURAL GROUND ON THE
DOWNSTREAM SIDE WITH A MINIMUM
DISTURBANCE OF THE CHANNEL
NATURAL STREAM GRADE
EXCAVATE AS NECESSARY TO
PROVIDE UNIFORM GRADE IN AND
OUT OF CHANNEL SEE PROFILE
WHERE APPLICABLE.
MI
N.
1-FT
ABOVE HIGH
WATER MARK
12' MIN12' MIN
NOTES:
1.PAYMENT FOR CONSTRUCTION OF NATURAL FORD IS
INCLUDED IN PAY ITEM 25103.
2.DISPOSE OF ALL EXCESS EXCAVATION OUTSIDE OF STREAM
CHANNEL WHERE STAKED BY THE ENGINEER. ALL EXCESS
EXCAVATION SHALL BE SHAPED AND SLOPED TO DRAIN WITH
SLOPES NO STEEPER THAN 1:1.5. EXCAVATED ON SITE
MATERIAL MAY BE USED IF IT MEETS GRADIATION
REQUIREMENTS BELOW.
3.SCREENED AGGREGATE SHALL BE GRADATION NF AS SHOWN
BELOW.
GRADE NF (NATURAL FORD)
SIEVE PERCENT PASSING
6" 90% 4" 40%
2" MAX. 10%
PLACE 6" OF STREAM EXCAVATED
MATERIAL MIXED WITH AGGREGATE CLASS
NF OVER 12" (MINIMUM) AGGREGATE
CLASS, NF
(OR AS DIRECTED BY COR)
SECTION B-B
NTS
SECTION A-A
NTS
A
A
B B
PLAN VIEW
PLACE CLASS 2 OUTLET RIPRAP FOR 10'
ON SLOPE
(PAY ITEM 25101)
12' MIN.
MAINTAIN ROADWAY WIDTH THROUGHOUT
TAPER TO EXISTING3:1 MAX
LENGTH AS DIRECTED
IN PROFILE VIEWS
TYPICAL FORD CROSSING
NTS
(PAY ITEM 25103)
DRIVABLE DITCH
(INCIDENTAL TO PAY ITEM 20401)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 2/2
0 1 6:
C
GO
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A
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\F
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\T
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\N
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R4 \01
PR
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EC
TD
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A\
CA
D\
_R _R
OA
DS
_D
ET
AI
LS
_2
7.D W
G;
(R03
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE RANGER DISTRICT
DRIVABLE DITCH AND
FORD CROSSING DETAIL
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-09 13 17
AutoCAD SHX Text F
AutoCAD SHX Text O
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NOTES:
1. CLEARING SHALL INCLUDE ALL LIMBS HANGING OVER
THE CLEARING LIMITS TO A CLEAR HEIGHT OF 14'
ABOVE THE ROAD SURFACE.
2. ADDITIONAL WIDTH FOR FILL WIDENING SHALL BE AS
FOLLOWS:
3. ROCK BLASTING FOR ROAD EXCAVATION AND
EMBANKMENT CONSTRUCTION SHALL BE PAID UNDER
PAY ITEM 20501 CONTROLLED ROCK BLASTING.
CATCH POINT
1.5:1 CUT SLOPE
6'6'
Df
NATURAL GROUND
1.5:1 MAX
CLEARING AND GRUBBING LIMITS
(PAY ITEM 20201)
FILL WIDENING
CATCH POINT
OUTSLOPE -2%
CONSTRUCTION OUTSLOPE TEMPLATE
NOT TO SCALE
(PAY ITEM 20401)
NATIVE MATERIAL
TRANSITION
OUTLENGTH
ROADCL
STATION AND SIDE OF ROAD ON TURNOUT LOCATION
TABLE G-04
TRANSITION
IN
8'
WIDENING
DF FILL WIDENING
0'-6' 0'-0" 6'-9' 1'-0" 9'+ 2'-0"
Dc
TURNOUT
NTS
(INCIDENTAL TO PAY ITEM 20401)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 2/2
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(R03)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE RANGER DISTRICT
TYPICAL ROAD
CONSTRUCTION AND
TURNOUT DETAILS
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-10 14 17
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GENERAL NOTES
1.BARBED WIRE TO BE 12 1/2 GAGE, 2 POINT, WITH BARBS 4" TO 5" APART. STAPLES,
MINIMUM 1 1/2" LONG.
BARBED WIRE SPLICE
MIN. 6 TIGHT WRAPS
BARBED WIRE FENCE
NTS
(PAY ITEM 61901)
2' MIN. 6'
MAX.
5'
2'- 6"
M
IN
BROWN FLEXIBLE POST SPM-82-02 FROM
ROCKART SIGNS* OR EQUIVALENT
ROAD SHOULDER
ROUTE MARKER ON FLEXIBLE POST
NTS
25'
6'-3" 6'-3"
" M
IN
8" 8"
8"
GROUND LINE
LINE POST STEEL "T" POST
WIRE CLIP AT EACH WIRE
ROUT MARKER SIGN
(PAY ITEM 63307)
3" X 4" SINGLE NUMBER DECAL,
HIGH INTENSITY, WHITE OVER
BROWN, 10-780-4 FROM ROCKART
SIGNS* OR EQUIVALENT.
*ROCKART SIGNS
3006 N. MAPLE
MESA, AZ 85215
(480) 854-3400
WIRE STAY
NO. 14 GALV. X 48" LONG
WIRE STAY SPACING 6'-3"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/1 2/2
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7.D W
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(R03)
SOUTHWESTERN REGION
FOREST ROAD 4
ROAD
CONSTRUCTION
PROJECT
TONTO NATIONAL
FOREST
GLOBE RANGER DISTRICT
BARBED WIRE FENCE
AND ROUTE MARKER
SIGN
2020/08/12
C.GOMEZ
C.GOMEZ
S.BINGHAM
C-11 15 17
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VA
RI
ES
7'-5" TO 8'-0"
WELDED
STEEL WING
ROADWAY WIDTH
6 X 6 X 8'-0" POST
NOTES:
1. SPECIFICATIONS: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH USDA - FOREST SERVICE GENERAL
PROVISIONS AND STANDARD SPECIFICATIONS FP-14, CURRENT EDITION.
2. DESIGN: THE CATTLEGUARD IS DESIGNED FOR AASHTO HS20-44 LOADING, OTHER DESIGNS ARE AVAILABLE THROUGH
THE REGIONAL BRIDGE SECTION.
3. STRUCTURAL STEEL: STRUCTURAL TUBE RAILS SHALL CONFORM TO ASTM A501 OR ASTM A500, GRADE B. FORMED RAIL
SHALL BE EITHER ASTM A36 OR ASTM A572, GRADE 50 AS PER DRAWING REQUIREMENTS. ALL OTHER STEEL SHALL
CONFORM TO ASTM A36.
4. CONCRETE: THE CONCRETE FOUNDATION IS DESIGNED FOR CAST-IN-PLACE CONCRETE CONSTRUCTION USING SECTION 601 - MINOR CONCRETE STRUCTURE, METHOD A OR B. IF THE CONTRACTOR CHOOSES TO USE PRECAST CONSTRUCTION, HE SHALL SUBMIT DRAWINGS AND CALCULATIONS SHOWING THE LOCATION OF THE LIFT POINTS. IN ADDITION, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A 3 INCH MINIMUM DEPTH LEVELING COURSE MEETING
STANDARD SPECIFICATIONS 703.05 GRADE D OR E, UPON WHICH THE PRECAST UNIT IS SET.
5. REINFORCING STEEL: REINFORCING STEEL SHALL BE AASHTO M31 GRADE 40 OR 60 AND SHALL HAVE A MINIMUM COVER
NOT LESS THAN 2 INCHES. CUTTING AND BENDING SHALL CONFORM TO ACI 315.
6. WELDING: ALL WELDING SHALL CONFROM TO AWS SPECIFICATIONS. RAILS SHALL BE WELDED TO THE UNDERSTRUCTURE MEMBERS THE FULL WIDTH OF THE TOP MEMBER ON BOTH SIDES OF THE RAILS.
7. PAINTING: ALL STEEL SHALL HAVE ONE SHOP COAT OF APPROVED PRIMER AND ONE SHOP COAT OF ALUMINUM PAINT.
8. CONSTRUCTION: GUARD SHALL PROVIDE A POSITIVE MEANS OF HOLDING SECTIONS TOGETHER WHEN MORE THAN ONE
SECTION IS USED TO PROVIDE REQUIRED WIDTH. USE 40D NAILS TO NAIL 2 INCH OR 3 INCH PLANK FOOTING. STAGGER NAILS ± 12 INCH CENTER TO CENTER. USE NO. 6 DRIFT PINS ON ± 3 FT CENTERS TO DOWEL 12 INCH X 12 INCH TOGETHER. A BULKHEAD SHALL BE PROVIDED ALONG BOTH SIDES OF THE GUARD. *** SHOP DRAWINGS SHALL BE
APPROVED BY THE CONTRACTING OFFICER BEFORE ANY FABRICATION IS BEGUN.
9. ALTERNATIVE DESIGNS: ALTERNATIVE DESIGN CONCEPTS SHALL BE CONSIDERED, SUBJECT TO APPROVAL OF THE…
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