Attachment 4 - NFSR 307-310 Road and Parking Lot Reconstruction Plans (signed).pdf
PDF 4 MB Posted
- Attached to
- R3 National Forest’s Roads IDIQ
- Solicitation number
- 127EAX26R0006
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of design drawings and specifications for the NFSR 307 and 310 Road and Parking Lot Reconstruction project located on the Kaibab National Forest in Arizona's Tusayan Ranger District.
The project encompasses road resurfacing and parking lot improvements across two forest service roads. NFSR 307 requires reconditioning and resurfacing from mile post 0.00 to 5.01, while NFSR 310 requires the same work from mile post 0.00 to 2.15. Both roads will receive a minimum 4-inch compacted depth of crushed aggregate surfacing material sourced from Crazy Cow Pit, with work performed in accordance with FP-24 and FSSS Section 303 standards. The roadwork includes cleaning and shaping of roadside ditches, maintenance of existing culverts, cattle guards, lead-out ditches, and road junctions. The parking lot improvements include constructing a 4-inch aggregate compacted surface with FSSS 703 Gradation "T," installing landscape boulder barriers for traffic control, and providing 27 total parking spaces (including passenger vehicle, truck/trailer, and accessible spaces). General construction requirements mandate traffic control compliance with MUTCD standards, OSHA safety regulations, noxious weed prevention on equipment, and contractor responsibility for permits and blue-stake utility marking. Work scheduling operates from 0700 to 1800 hours Monday through Sunday, with documented approval required for extended hours. All changes to design require written contracting officer approval prior to implementation.
View the file
Other files
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
NFSR 307 AND 310 ROAD
FROM FLAGSTAFF: HEAD NORTHEAST ON ROUTE 89 FOR 51 MILES. TURN ONTO ARIZONA ROUTE 64.
REMAIN ON ARIZONA ROUTE 64 FOR 36 MILES. TURN LEFT ONTO NFSR 307. STAY ON NFSR 307 FOR
15.6 MILES. TURN RIGHT ON NFSR 310. PROJECT SITE WILL BE ON THE LEFT.
AND PARKING LOT RECONSTRUCTION
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
DIRECTOR OF RECREATION DATE
5/2 0/2
5 0 9:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G;
ARIZONA
COCONINO COUNTY
SOUTHWEST REGION
KAIBAB NATIONAL FOREST
TUSAYAN RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
C01 COVER SHEET 05/19/2025
C02 GENERAL NOTES 05/19/2025
C03 GENERAL NOTES 05/19/2025
C04 PARKING LOT IMPROVEMENTS 05/19/2025
C05 PARKING LOT HORIZONTAL CONTROL PLAN 05/19/2025
C06 SITEWORK DETAILS 05/19/2025
C07 ROADWORK CONTRACT MAP 05/19/2025
C08 ROADWORK DETAILS 05/19/2025
C09 ROADWORK DETAILS 05/19/2025
C10 ROADWORK DETAILS 05/19/2025
C11 ROADWORK DESCRIPTION 05/19/2025
C12 ROADWORK DESCRIPTION 05/19/2025
ttouchard Rectangle
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
GENERAL NOTES
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C02 002 12
GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D)GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D)
G1. DEFINITIONS
THE "CONTRACTING OFFICER" AS
REFERENCED HERIN REFERS TO THE
GOVERNMENT CONTRACTING OFFICER
OVERSEEING THE CONTRACT. THE
"CONTRACTOR" AS REFERENCED HEREIN
REFERS TO THE COMPANY OR PERSON
PERFORMING THE INSTRUCTED WORK.
G2. SCOPE
THE NOTES ON THIS SHEET AND THE
STANDARD DETAILS ARE GENERAL AND
APPLY TO THE ENTIRE PROJECT WHETHER
SPECIFICALLY CALLED OUT OR NOT, EXCEPT
WHERE THERE ARE SPECIFIC INDICATIONS
TO THE CONTRARY ON THE DRAWING
SHEETS. IF THERE ARE QUESTIONS, THEY
SHALL BE SUBMITTED TO THE CONTRACTING
OFFICER AND ANSWERED IN WRITING PRIOR
TO CONSTRUCTION.
G3. STANDARD DETAILS
THE STANDARD DETAILS DEPICT TYPICAL
DETAILING TO BE USED ON THIS PROJECT. IF
CONDITIONS ARE NOT EXPLICITLY SHOWN ON
THE DRAWINGS THEY SHALL BE MADE
SIMILAR TO THE STANDARD DETAILS. OBTAIN
APPROVAL OF CONTRACTING OFFICER IN
WRITING FOR SIMILAR CONDITIONS PRIOR TO
CONSTRUCTION.
G4. COMPLETE & OPERABLE SYTEMS
FURNSH AND INSTALL COMPLETE AND
OPERABLE SYSTEMS AND FEATURES OF
WORK. IF THERE IS AN OMISSION ON THE
PLANS, SUCH OMISSION SHALL NOT BE
CONSTRUED TO MEAN THAT THE
CONTRACTOR IS NOT REQUIRED TO FURNISH
OR PROVIDE ALL THAT IS NECESSARY FOR
COMPLETE AND OPERABLE SYSTEMS AND
FEATURES OF WORK.
G5. ANY CHANGES TO THE DESIGN AS SHOWN
MUST BE REVIEWED AND APPROVED BY THE
CONTRACTING OFFICER BEFORE CHANGES
ARE MADE. THIS INCLUDES CHANGES
REQUESTED BY THE CONTRACTOR AND
SUBCONTRACTORS.
G6. THE CONTRACTOR SHALL CONTACT THE
APPROPRIATE BLUE STAKE TO MARK AND
IDENTIFY UNDERGROUND UTILITIES PRIOR TO
EXCAVATION.
G7. THE CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS AND ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED TO
COORDINATE NEW CONSTRUCTION. SUBMIT
REQUIRED CHANGES FOR APPROVAL.
G8. CONTRACTORS WORKING WITHIN THE
PROJECT BOUNDARIES ARE RESPONSIBLE
FOR COMPLIANCE WITH ALL JURISDICTIONAL
SAFETY LAWS AND REGULATIONS.
G9. THE CONTRACTOR SHALL OBTAIN ANY
NECESSARY PERMITS AND ASSOCIATED
FEES, AS REQUIRED, TO PERFORM THE
WORK.
G10. CONTRACTOR SHALL PROVIDE ADEQUATE
SIGNING, BARRICADES, FLAGGING, ETC. AND
TAKE NECESSARY SAFETY MEASURES TO
PROTECT THE PUBLIC DURING
CONSTRUCTION, PER MUTCD AND OSHA.
G11: CONTRACTOR EQUIPMENT
EQUIPMENT SHALL BE OF THE APPROPRIATE
SIZE, TYPE, AND MODEL, AND IN GOOD
WORKING CONDITION, SUITABLE FOR THE
WORK REQUIRED. OPERATORS SHALL BE
COMPETENT, EXPERIENCED, AND CERTIFIED
IN THE OPERATION OF EQUIPMENT.
EQUIPMENT SHALL HAVE SAFETY SIGNING
AND APPURTENANCES REQUIRED BY OSHA,
SUCH AS ROLLOVER PROTECTION (ROPS),
FIRE SUPPRESSION DEVICES, LIGHTS, AND
SLOW MOVING VEHICLE SIGNS. GRADING
EQUIPMENT MUST BY CAPABLE OF CUTTING,
CROWNING, AND SHAPING MATERIAL TO
PERFORM THE TASKS OUTLINED IN THE
PROJECT. EQUIPMENT SHALL BE MADE
AVAILABLE FOR INSPECTION PRIOR TO
NOTICE TO PROCEED. IF, AT ANY TIME
DURING THE CONTRACT, THE EQUIPMENT IS
DEEMED UNSATISFACTORY OR UNSAFE, THE
CONTRACTING OFFICER MAY REQUIRE
REMOVAL AND REPLACEMENT AT NO
EXPENSE TO THE GOVERNMENT. ANY
MOVEMENT OR TRANSPORTATION OF
EQUIPMENT TO OR FROM WORK AREAS, TO
REPAIR OR REPLACE EQUIPMENT, OR FOR
THE CONTRACTOR'S CONVENIENCE, SHALL
BE AT THE CONTRACTOR'S EXPENSE.
PRIOR TO ENTERING FOREST LANDS, ENSURE
EQUIPMENT IS WASHED, CLEANED, AND
INSPECTED FOR NOXIOUS WEEDS, SOIL,
VEGETATIVE MATTER, AND OTHER DEBRIS.
PARTICULARLY THE EQUIPMENT
UNDERCARRIAGE.
G12. ARCHEOLOGICAL DISCOVERY
IN THE EVENT OF INADVERTENT DISCOVERY
OF POSSIBLE ARCHEOLOGICAL RESOURCES,
STOP WORK IN THE IMMEDIATE VICINITY AND
CONTACT THE CONTRACTING OFFICER.
SECURE THE AREA AND RELOCATE WORK TO
ANOTHER ARE OF THE PROJECT.
G13. ONSITE UTILITIES
THERE IS NO WATER, ELECTRICAL, OR
SANITARY FACILITIES AVAILABLE FOR
CONTRACTOR USE AT THE PROJECT SITE.
G14. PRESERVATION OF NATURAL FEATURES
A. PREVENT DAMAGE TO NATURAL
SURROUNDINGS. RESTORE DAMAGED AREAS,
REPAIRING OR REPLACING DAMAGED TREES
AND PLANTS, AT NO COST TO THE
GOVERNMENT.
B. DO NOT REMOVE, INJURE, OR DESTROY
TREES OR OTHER PLANTS WITHOUT PRIOR
APPROVAL, OR AS INDICATED IN THE
CONTRACT.
C. SUPERVISE EXCAVATING, GRADING,
BACKFILLING, AND OTHER OPERATIONS NEAR
TREES TO PREVENT DAMAGE.
D. INTEGRATE TREE PROTECTION MEASURES
AS DETAIL ON SHEET C-10 / 2 FOR TREES
DIRECTLY ADJACENT TO, OR IN THE
IMMEDIATE VICINITY OF, CLEARING,
GRUBBING, AND EXCAVATION ACTIVITIES.
G15. CONTRACTOR USE OF PREMISES
LIMIT USE OF PREMISES TO WORK WITHIN
THE CONSTRUCTION LIMITS. DO NOT DISTURB
PORTIONS OF THE SITE BEYOND WHERE
CONSTRUCTION LIMITS ARE INDICATED.
G16. WORK SCHEDULING
NORMAL WORKING HOURS FOR
CONSTRUCTION ARE 0700 TO 1800, MONDAY
THROUGH SUNDAY. REQUESTS FOR
ADDITIONAL HOURS REQUIRES WRITTEN
APPROVAL BY THE C.O. WITH SEVEN (7) DAYS
ADVANCED NOTICE.
G17. WHEN THE TERMS "REMOVE", "DISPOSE",
"DEMOLISH", OR "DEMO" ARE USED, DISPOSE
LEGALLY OFFSITE IN ACCORDANCE WITH
APPLICABLE LOCAL, COUNTY, STATE, AND
FEDERAL JURISDICTIONS. ANY SALVAGE
VALUE AS A RESULT OF THE WORK SHALL BE
INCLUDED IN THE INITIAL BIDDING
DOCUMENT.
GENERAL NOTES (PARKING LOT) LINE SYMBOLOGY
EXSISTING TRAVEL AREA
CENTERLINE OF ROAD
LEGEND
EXISTING TREE
PROPOSED BOULDER
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
GENERAL NOTES
(CONT'D)
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C03 003 012
1. SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING MATERIAL FOR THE NFSR 307 AND
310 RECONDITION AND RESURFACING PROJECT WILL BE AVAILABLE AT CRAZY COW PIT,
2. REMOVE ALL LOOSE ROCK FROM ROADWAY DITCHES. ROCK MAY BE USED AS RIPRAP IN
CULVERT CATCHMENTS AND ROLLING DIP OUTFLOW.
3. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL HAUL ROADS USED, BEFORE,
DURING, AND AFTER OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS REQUIRED
MAINTENANCE.
4. CONTRACTOR SHALL MAINTAIN/CLEAN ALL CATTLE GUARDS AND MAINTAIN/CLEAN AND SHAPE
ALL EXISTING LEAD-OFF DITCHES AND ALL CULVERT RELIEF DITCHES FOR THEIR ENTIRE
LENGTH. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO FP-24 AND FSSS SECTION 303. ANY
EXCESS MATERIAL MAY BE USED TO MEET NOTE 7 BELOW.
5. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FEATURES, (IE: LEAD OUTS, FURROW
DITCHES, DITCHES, ETC.). ANY EXCESS MATERIAL MAY BE USED TO MEET NOTE 7 BELOW.
6. THE ROADWAY SPECIFIED FOR RESURFACING WILL BE RECONDITIONED PRIOR TO THE
PLACEMENT OF AGGREGATE SURFACING. ALL SEGMENTS OF THE RECONDITIONED ROAD
SHALL BE APPROVED IN WRITING BY THE COR PRIOR TO SURFACE PLACEMENT.
7. ALL CULVERTS SHALL HAVE A MINIMUM OF ONE FOOT OF COVER, NOT INCLUDING SURFACING, MEASURED FROM THE TOP OF THE CULVERT.
8. SUBMISSION OF A TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED BY THE COR
30 DAYS PRIOR TO INTENDED USE.
9. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES,
SUITABLE AND SUFFICIENT WARNING LIGHTS, DANGER SIGNALS, AND WARNING SIGNS AND
FURNISH ALL NECESSARY TRAFFIC CONTROL FLAGGING. ALL NECESSARY PRECAUTIONS
SHALL BE TAKEN FOR THE PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC. ALL SIGNS
AND DEVICES REMAIN THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNS AS REQUIRED BY MUTCD
STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS
TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.
11. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT THE PROJECT SITE.
12. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF THIRTY
MINUTES.
13. BERMS OF MATERIALS OR OTHER OBSTRUCTIONS CAUSED BY MAINTENANCE OPERATIONS
SHALL BE REMOVED PRIOR TO THE END OF EACH DAY'S OPERATIONS AND ARE NOT TO
REMAIN OVERNIGHT, WEEKENDS, AND HOLIDAYS, IF, DUE TO WEATHER CONDITIONS OR
EQUIPMENT BREAKDOWNS, BERMS OR OBSTRUCTIONS CANNOT BE REMOVED, THEY SHALL BE
SIGNED AS A HAZARD AND VISIBLY ILLUMINATED AT NIGHT.
14. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING,
TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM
THE REQUIRED ROAD MAINTENANCE.
15. CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE
PLAN(S).
16. PUBLIC AND PRIVATE PROPERTY ALONG AND ADJACENT TO THE PROJECT SHALL NOT
BE DAMAGED. ANY DAMAGED OR DESTROYED PROPERTY SHALL BE PROMPTLY
REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. WHEN OPERATING
ADJACENT TO RAILWAYS, TELEGRAPH, TELEPHONE, POWER LINES OR ANY OTHER TYPE
OF PUBLIC UTILITY, THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS
TO PREVENT DAMAGE AND SHALL ASSUME ALL RESPONSIBILITIES SHOULD ANY DAMAGE
OCCUR. PER FP-24 SECTION 107. REFER TO NOTE 20 BELOW.
17. CONTRACTOR'S OPERATION SHALL BE CONDUCTED SO AS TO PREVENT SILTATION OF
STREAM BEDS, LAKES, STOCK TANKS OR RESERVOIRS. POLLUTANTS SUCH AS FUELS,
LUBRICANTS, BITUMEN, AND ANY OTHER HARMFUL MATERIAL SHALL NOT BE
DISCHARGED ON FOREST SERVICE LANDS.
18. VEHICLES AND MECHANIZED EQUIPMENT SHALL NOT BE OPERATED OUTSIDE THE
EXISTING ROAD PRISM, INCLUDING IDLING, WITHOUT PRIOR ARCHEOLOGICAL SURVEY
AND CLEARANCE. THE CONTRACTOR SHALL CONTACT THE COR FOR APPROVAL IF SUCH
OPERATION IS REQUIRED.
19. CONTRACTOR IS RESPONSIBLE FOR CONTACTING BLUESTAKE (800-782-5348) PRIOR TO
WORK IF THERE IS ANY RISK OF HITTING UNDERGROUND UTILITIES WHILE PERFORMING
ANY EXCAVATION WORK REQUIRED AS PART OF THIS CONTRACT.
20. RESHAPE AGGREGATE SURFACE PER THE TYPICAL DETAILS. REMOVE AND/OR REPAIR
IRREGULARITIES IN THE SURFACE. COMPACT PER FSSS SECTION 301.05 METHOD “A”
UNTIL ALL VISUAL DISTURBANCES CEASE.
21. ALL CONSTRUCTION VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER
HARMFUL MATERIALS.
22. RECONDITIONING AT CURVES SHALL BE COMPLETE PER PAGE C-01 "TYPICAL CROSS
SECTIONS WITH AGGREGATE SURFACING AND ROADWAY DITCH" TO ENSURE A MAXIMUM
CROSS SLOPE OF 3%.
GENERAL NOTES (ROAD CONDITIONING)
24'
85'
20'
20'
24'
2 TYP
TYP
TYP
2TYP
2TYP
2TYP
2TYP
2TYP TYP
2 TYP
3 TYP
3 TYP
3 TYP
3 TYP
3TYP
EXISTING AZ
TRAIL
44 SPACES
45 SPACES
46 SPACES
6 2 SPACES
12' 12'
6'
15'
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
TRAILHEAD PARKING
IMPROVEMENTS
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C04 004 012
1'=20' 0 10 20
1. CONSTRUCT 4" AGGREGATE
COMPACTED SURFACE. USE FSSS 703
GRADATION "T" FOR ALL DRIVES AND
PARKING SPACES . INSTALLATION PER
FP-24 AND SUPPLEMENTAL
SPECIFICATIONS. REFER TO DETAILS ON
SHEET C08 FOR TYPICAL ROAD SECTION
CONSTRUCTION.
2. INSTALL BARRIER BOULDERS SEE
DETAIL ON SHEET C06 FOR SIZING AND
SPACING.
3. EXISTING TREE TO REMAIN IN PLACE.
4. PASSENGER VEHICLE PARKING SPACE.
NUMBER OF SPACES NOTED.
5. TRUCK/TRAILER PARKING SPACE. SEE
TYPICAL DETAIL ON SHEET C06.
6. ACCESSIBLE PARKING SPACES. NUMBER
OF SPACES NOTED.
7. NFSR 310 GRADING TO BE COMPLETED
ON ROADWORK SPECIFICATIONS. REFER
TO SHEETS C07-C12.
CONSTRUCTION NOTES
24'
85'
20'
20'
24'
CONTROL
POINT #1
CONTROL
POINT #2
EXISTING
AZ TRAIL
EXISTING
RESTROOM
EXISTING
INFORMATION
KIOSK
EXISTING
ROAD
LIMITS
EXISTING ROAD
LIMITS
12' 12'
6'
EXISTING ROAD
LIMITS
EXISTING
GRANDVIEW
TOWER
15'
LIMITS TO AREA
TO IMPROVE
FOR ACCESS TO
EXISTING
AMENITIES
104105
132 133
N69°41'01"E
56.03'
L=67.86, R=60.00 D=64.80
L=104.68, R=374.63 D=16.01
S26°59'11"E
296.95'
S27°51'48"E 39.70'
S23°06'58"E
S22°17'38"E
9.99'
L=48.99, R=38.96 D=72.05
L=28.59, R=96.90 D=16.90
S27°35'27"E
97.53'
POINT TABLE
POINT #
NORTHING
1803715.09
1803731.70
1803483.52
1803491.90
1803477.20
1803487.46
1803494.34
1803494.47
1803490.83
1803539.87
1803545.62
1803559.33
1803580.84
1803610.32
1803614.44
1803609.72
1803654.91
1803657.18
1803676.38
1803705.14
1803714.56
1803715.78
1803763.96
1803752.09
1803750.69
1803775.32
1803830.82
1803726.49
1803756.06
1803734.90
1803639.97
EASTING
688536.62
688620.98
688684.06
688664.98
688625.29
688563.16
688555.92
688535.11
688531.29
688491.41
688499.74
688502.42
688489.32
688473.85
688460.18
688451.58
688427.89
688432.57
688439.91
688432.67
688423.81
688413.05
688440.21
688449.37
688455.61
688503.80
688520.31
688573.68
688519.03
688510.27
688558.60
POINT TABLE
POINT #
NORTHING
1803635.68
1803586.67
1803564.23
1803524.99
1803526.06
1803564.80
1803488.97
1803509.82
1803519.85
1803512.38
1803592.33
1803678.77
1803702.39
1803728.10
1803723.60
1803629.07
1803608.91
1803559.90
1803553.34
1803753.43
1803788.37
1803741.75
1803673.21
1803586.58
1803503.82
1803746.42
1803766.05
1803772.63
1803799.43
1803792.73
1803799.27
EASTING
688583.22
688608.18
688597.16
688617.14
688644.37
688644.15
688622.02
688678.81
688592.83
688571.80
688510.39
688465.22
688457.15
688465.84
688489.07
688537.20
688530.65
688555.60
688575.77
688487.34
688555.71
688464.49
688454.58
688499.85
688563.39
688587.39
688594.69
688608.58
688595.08
688580.95
688561.26
S62°55'57"W76.78'
S62°55'57"W 25.67'
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
PARKING LOT
HORIZONTAL CONTROL
PLAN
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C05 005 012
1'=20' 0 10 20
BOULDER NOTES
1. PLACE ROCKS IRREGULARLY IN LUMPS OF GROUPINGS OF ONE (1) TO
THREE (3) ROCKS, WEATHERED SIDE UP.
2. DO NOT PLACE BOULDERS IN A STRAIGHT LINE.
3. BOULDER LOCATIONS SHOWN ARE RELATIVE. FINAL PLACEMENT AND
LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR
TO FINAL INSTALLATION.
4. USE BOULDERS WITH A MINIMUM DIAMETER OF TWENTY-FOUR (24)
INCHES.
5. SPACE ROCKS WITH A MINIMUM PASS-THROUGH OF 36", NOT TO
EXCEED 60", UNLESS OTHERWISE NOTED. DISTANCE APPLIES TO EDGE
OF ROAD AND NATURAL BARRIERS.
6. SET BOULDERS 1/3 TO 1/2 BELOW FINISHED GRADE.
7. USE NATURAL CONTROLS TO THE GREATEST EXTENT, SUCH AS
EXISTING TREES, SHRUBS AND ROCK OUTCROPINGS.
8. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH. FACE
WEATHER-SIDE UP.
9. USE ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE,
SUBJECT TO CONTRACTING OFFICER APPROVAL.
LANDSCAPE BOULDER BARRIER
NOT TO SCALE
PLAN VIEW
SECTION VIEW
1' -6
" M
IN
EXISTING
GRADE
30" - 60"
SPACING
TREES AND
SHRUBS (TYP.)
LANDSCAPE
BOULDERS (TYP.)
24" MAX.
1/3 DEPTH
MIN.
36" (MIN. SPACING)
60" (MAX. SPACING)
4'-0" (MIN. SPACING)
4'-9" (MAX. SPACING)
EDGE OF ROAD
72" MIN.
18" MIN.
ACTUAL SPACING
SHALL BE AS STAKED
EXISTING TREES
EXISTING
TREES
36" (MIN. SPACING)
60" (MAX. SPACING)
85" MAX.
LANDSCAPE BOULDER BARRIER
NOT TO SCALE
PLAN VIEW
ELEVATION VIEW
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
SITE IMPROVEMENTS
DETAILS
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R,SHAW
C06 006 012
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
ROADWORK CONTRACT
MAP
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C07 007 012
NATURAL GROUND
ROAD TEMPLATE
TRAVELED WAY
12' MIN - 14' MAX
TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING
AND WITHOUT ROADWAY DITCH
CLEARING WIDTH*
*CLEARING LIMITS WILL BE WHICHEVER IS
GREATER: SHOULDER +6 FT OR HEEL/TOE OF
SLOPE +3 FT.
' M
IN
4" MIN. COMPACTED DEPTH
MIN 3% OUTSLOPE
TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING
AND ROADWAY DITCH
NATURAL GROUND
4" MIN. COMPACTED DEPTH
ROAD TEMPLATE
MIN 3% INSLOPE
TRAVELED WAY
12' MIN - 14' MAX
3'
1'
' M
IN
TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,
CROWN, AND ROADWAY DITCH
CLEARING WIDTH*
' M
IN TRAVELED WAY
12' MIN - 14' MAX
MIN 3% MIN 3%
NATURAL GROUND
ROAD TEMPLATE
4" MIN. COMPACTED DEPTH
3'
1'3:1, 2:1 MAX
*CLEARING LIMITS WILL BE WHICHEVER IS
GREATER: SHOULDER +6 FT OR HEEL/TOE OF
SLOPE +3 FT.
TYPICAL ROADWAY
DITCH
CLEARING WIDTH*
TYPICAL ROADWAY
DITCH
*CLEARING LIMITS WILL BE WHICHEVER IS
GREATER: SHOULDER +6 FT OR HEEL/TOE OF
SLOPE +3 FT.
INTERSECTION GRADING AND SHAPING
INTERSECTING ROAD
4" AGGREGATE SURFACE
DITCH FLOW LINE
CL
MAINTAIN EXISTING DITCH FLOW LINES
TO ENSURE POSITIVE DRAINAGE AWAY
FROM THE EXISTING INTERSECTING
ROAD.
R O
AD
W
ID
TH
3:1 , 2
:1
MAX
3:1 , 2
:1
MAX 3:1, 2:1 MAX
3:1, 2:1 MAX
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
ROADWORK DETAILS
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C08 008 012
* DITCH
TOP OF CUT
WING DITCH
LEAD
- O
FF D
ITC
H
GRADE
BL
O
C K
D
IT
C H
W
IN
G
DITCH
FL
O
W
TOE OF FILL
GRADEGRADE
EX
IS
TI
N
G D
R
AI
N
TOE OF FILL
TOP OF CUT
FLO
W
24"
25' TRANSITION
EX. SHOULDER
SHOULDER
3:1
SLOPE
2' MIN
INLET BASIN AS SHOWN
IN DITCH BLOCK DETAIL
G R
AD
E TO
D R
AIN
INSTALL DITCH BLOCK
(IF NECESSARY)
4:14:1
NATURAL GROUND
12"
CLEARING 15' (TYP.)
ROADBED
1:1
CLEARING
10'
WIDTH
12"
MIN
1:1
3:11:1
ROADBED
EXCAVATED
MATERIAL
CLEARING
12"
8"
24"
MIN
24" MIN
OR 6"+D
ROADBED EDGE
3:13:1 D
COMPACTED
TO 95%±
LEAD OUT DITCH
FLAT BOTTOM DITCH
WING DITCH
DITCH BLOCK
SAMPLE DITCH TYPICAL
NOTES:
1. THE SLOPE OF LEAD OUT DITCHES SHALL BE CONSTRUCTED TO A MINIMUM OF -2% SLOPE WITHIN THE PREVIOUSLY
EXISTING DISTURBED SOIL.
2. DITCH BLOCK WILL NOT BE REQUIRED WHEN INLET BASIN IS IN A SAG.
3. DITCH BLOCK ELEVATION SHALL BE 4" LOWER THAN THE ADJACENT SUBGRADE ELEVATION.
" M
IN
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
4/2 2/2
5 0 9:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWEST REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
ROADWORK DETAILS
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C09 009 012
10% MAX
12% MAX
10% MAX
ROAD GRADE LINE
SUBGRADE
0.5-2.5'
NOT TO SCALE
GRAVEL SURFACE
A B
B
A
TOE
(H) INSIDE
10'
10'
START
DIP
END
DIP
CREST
DITCH/BOTTOM
MIDPOINT
DRAIN LINE
0-10% ANGLE
(H) OUTSIDE
L
STATIONED ON PLANS
P
2 - 4%
DOWN
GRADE
ROLLING DIP NOTES:
1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED
THROUGH THE DIP.
2. THE DRAIN LINE SHALL BE SKEWED OFF OF THE ROADBED TO
ALLOW POSITIVE DRAINAGE, UNLESS OTHERWISE FLAGGED.
3. FOR DIPS ON AGGREGATE SURFACE ROADS, ADD DEPTH OF
COMPACTED SURFACE TO DIMENSION (H).
4. ROLLING DIP CONSTRUCTION, COMPACTION AND TOLERANCES
SHALL BE IN ACCORDANCE WITH FSSS SECTION 301.05, METHOD A.
5. ALL DITCHES ASSOCIATED WITH ROLLING DIP STRUCTURES SHALL
BE MAINTAINED WITHIN THE PROJECT SITE.
6. DIRECTION OF EXISTING WATER FLOW SHALL BE MAINTAINED.
NOT TO SCALE
ROLLING DIP CONSTRUCTION DIMENSIONS
TYPE "1"
%GRADE
LENGTH DEPTH (H)
A B OUTSIDE
EDGE
INSIDE
EDGE
0-4% 18 55 0.9' 0.4' 5-8% 16 85 0.8' 0.3' 9-12% 15 110 0.7' 0.3'
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
4/1 7/2
5 1 5:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
DRAWING TITLE
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C10 010 012
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
4/2 2/2
5 0 9:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
ROADWORK
DESCRIPTION
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C11 011 012
WORK DESCRIPTION - NFSR 307
MILE POST 0.00 - 5.01: RECONDITION ROAD IN ACCORDANCE WITH FP-24 AND FSSS SECTION 303.
RESURFACE ROAD IN ACCORDANCE WITH THE FP-24 AND FSSS SECTION 301. LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM COMPACTED DEPTH OF 4"
UTILIZING CRAZY COW PIT AGGREGATE STOCKPILE. CLEAN OUT DRAINAGE STRUCTURES IN
ACCORDANCE WITH FP-24 SECTION 607. MAINTAIN ALL EXISTING CULVERTS, CATTLE GUARDS, LEAD
OUTS, AND ROAD JUNCTIONS, INCLUDING THOSE NOT LISTED.
PROJECT M.P.
0.00 JCT NFSR310. BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED
DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' TO 14’ MAX AND
CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES.
0.00 REPLACE STOP SIGN ON THE LEFT.
0.01 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE RIGHT.
0.03 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE LEFT.
0.05 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.08 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.12 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.16 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.19 MAINTAIN EXISTING JUNCTION WITH AZ TRAIL ON THE LEFT.
0.20 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.20 CLEAN OUT EXISTING CATTLEGUARD. 22'8" CATTLE GUARD WITH CONCRETE BASE.
0.21 MAINTAIN EXISTING JUNCTION WITH AZ TRAIL ON THE RIGHT.
0.32 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
0.40 PROTECT IN PLACE EXISTING 18" CULVERT.
0.46 REFORM EXISTING LEAD OUT ON THE RIGHT.
0.48 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.52 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
0.54 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.57 REFORM EXISTING LEAD OUT ON THE RIGHT.
0.59 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
0.61 CLEAN OUT AND PROTECT IN PLACE EXISTING 18" CULVERT. CULVERT IS FULL.
0.69 MAINTAIN EXISTING LEAD OUT ON THE RIGHT. NFSR 307D TO THE RIGHT.
0.70 PROTECT IN PLACE EXISTING WARNING SIGN ON THE RIGHT.
0.70 CONSTRUCT CHECK DAMS IN THE LEFT DITCH EVERY 50 FEET FROM 0.70 TO 0.83.
0.79 REFORM EXISTING LEAD OUT ON THE RIGHT.
0.82 MAINTAIN EXISTING LEAD OUT ON THE RIGHT INTO OUTLET BASIN.
0.83 RESHAPE INTEL BASIN FOR EXISTING 18" CULVERT.
0.89 PROTECT IN PLACE EXISTING 24" CULVERT.
0.89 CONSTRUCT CHECK DAMS IN THE LEFT DITCH EVERY 50 FEET FROM 0.89 TO 1.17.
0.98 PROTECT IN PLACE EXISTING 18" CULVERT.
1.07 PROTECT IN PLACE EXISTING 18" CULVERT.
1.15 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.21 MAINTAIN EXISTING LEAD OUT ON THE RIGHT. DITCH GOES AROUND TREE.
1.25 PROTECT IN PLACE EXISTING DOUBLE 18" CULVERTS.
1.27 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.30 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
1.34 PROTECT IN PLACE EXISTING 24" CULVERT.
1.35 MAINTAIN EXISTING TURN OUT ON THE LEFT.
1.43 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.
1.45 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.
1.47 MAINTAIN EXISTING INTERSECTION WITH NFSR 2801A ON THE LEFT.
1.51 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.
1.52 MAINTAIN EXISTING TURN OUT ON THE LEFT.
1.54 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
1.57 PROTECT IN PLACE EXISTING 24" CULVERT.
1.59 REPAIR ROAD SLOUGHING ON THE LEFT.
1.61 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.
1.65 MAINTAIN EXISTING INTERSECTION WITH NFSR 2803 ON THE LEFT.
1.69 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.
1.75 REFORM ROLLING DIP ON THE LEFT.
1.77 MAINTAIN EXISTING DIP. NO LEAD OUT ON LEFT BUT CROSSES THE ROAD.
1.80 REFORM ROLLING DIP ON THE LEFT.
1.87 REFORM ROLLING DIP ON THE LEFT.
1.92 REFORM ROLLING DIP ON THE LEFT.
1.98 REFORM ROLLING DIP ON THE LEFT.
2.02 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
2.05 REFORM ROLLING DIP ON THE LEFT
2.09 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.
2.12 PROTECT IN PLACE EXISTING 18" CULVERT. REFORM RIGHT DITCH TO 2.25.
2.13 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.17 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
2.21 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
2.25 MAINTAIN EXISTING LEAD OUT ON THE LEFT
2.31 REFORM EXISTING LEAD OUT ON THE LEFT.
2.32 MAINTAIN EXISTING INTERSECTION ON THE RIGHT WITH NFSR 307M.
2.36 PROTECT IN PLACE EXISTING 30" CULVERT.
2.37 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.38 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.
2.40 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
2.44 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.45 PROTECT IN PLACE EXISTING 18" CULVERT.
2.46 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO INLET BASIN.
2.53 PROTECT IN PLACE EXISTING 18" CULVERT.
2.62 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
2.64 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET DRAINAGE.
2.67 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.
2.69 PROTECT IN PLACE EXISTING 30" CULVERT.
2.69 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.85 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
2.86 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.
2.87 PROTECT IN PLACE EXISTING 18" CULVERT.
2.88 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.
2.91 REFORM EXISTING LEAD OUTS ON LEFT AND RIGHT TO THE INLET BASINS.
2.92 PROTECT IN PLACE EXISTING 18" CULVERT.
2.96 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.98 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.
2.99 PROTECT IN PLACE EXISTING 18" CULVERT.
3.00 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
3.05 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.10 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.
3.10 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET.
3.11 PROTECT IN PLACE EXISTING 18" CULVERT.
3.15 MAINTAIN EXISTING SUPER-ELEVATED SLOPE TO LEFT WITH NO RIGHT DITCH TO BMP 3.25.
3.18 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.
3.25 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.
3.26 PROTECT IN PLACE EXISTING 24" CULVERT.
3.26 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
3.26 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO BMP 3.37.
3.27 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.30 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
3.36 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.
3.37 PROTECT IN PLACE EXISTING 60" CULVERT WITH INLET WINGWALLS.
3.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.
3.39 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.
3.39 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO BMP 3.46.
3.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.51 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.53 MAINTAIN EXISTING INTERSECTION WITH PRIVATE ROAD TO THE RIGHT.
3.53 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO BMP 3.62.
3.57 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
WORK DESCRIPTION - NFSR 307 CONTINUED
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
4/2 2/2
5 0 9:
L
RO
LL
IN
S
C:
\U
SE
RS
\L
RO
LL
IN
S\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\K
AI
BA
B\
GR
AN
DV
IE
W
NF
SR
7-
0 R
OA
D
AN
D
PA
RK
IN
G
LO
T
RE
CO
NS
TR
UC
TI
ON
\D
RA
W
IN
GS
\D
ES
IG
N
DR
AW
IN
GS
\G
RA
ND
VI
EW
-3
-3
IM
PR
OV
EM
EN
T
PL
AN
S.
DW
G; R03
SOUTHWESTERN REGION
NFSR 307/310
ROAD AND
PARKING LOT
RECONSTRUCTION
KAIBAB NATIONAL
FOREST
TUSAYAN RANGER DISTRICT
ROADWORK
DESCRIPTION
XX/XX/XXXX
L.ROLLINS
L.ROLLINS
R.SHAW
C12 012 012
3.61 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.72 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.74 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO BMP 3.81.
3.81 REFORM ROLLING DIP ON THE LEFT.
3.89 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.93 MAINTAIN EXISTING INTERSECTION WITH NFSR 2803 ON THE LEFT.
3.94 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
3.95 PROTECT EXISTING ROUTE MARKER ON THE RIGHT.
3.97 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.00 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.07 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.09 REFORM EXISTING LEAD OUT ON THE RIGHT.
4.14 REFORM EXISTING LEAD OUT ON THE LEFT.
4.14 PROTECT IN PLACE EXISTING 24" CULVERT.
4.21 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.23 REFORM EXISTING LEAD OUT ON THE LEFT.
4.26 REMOVE SILT FROM EXISTING LOW WATER CROSSING TO THE LEFT.
4.30 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
4.34 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
4.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
4.51 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
4.54 REMOVE SILT FROM EXISTING LOW WATER CROSSING TO THE LEFT.
4.59 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.62 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.68 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.71 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.75 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.82 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
4.89 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
WORK DESCRIPTION - NFSR 307 CONTINUED
0.23 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.
0.23 REPAIR EXISTING ROAD SURFACE TO BMP 0.28.
0.28 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.
0.33 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.34 MAINTAIN EXISTING INTERSECTION WITH NFSR 310A TO THE RIGHT.
0.36 PROTECT CABLE ROX IN DITCH ON THE RIGHT.
0.37 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.41 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.45 MAINTAIN EXISTING INTERSECTION WITH NFSR 310F TO THE RIGHT.
0.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.50 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.53 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.56 MAINTAIN EXISTING TURNOUT ON THE RIGHT TO BMP 0.57.
0.59 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.63 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.68 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.70 MAINTAIN EXISTING INTERSECTION WITH GRANDVIEW CABIN RD TO THE LEFT.
0.80 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
0.84 MAINTAIN EXISTING INTERSECTION WITH NFSR 307 TO THE LEFTT AND NFSR 2719 TO THE RIGHT.
0.86 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
0.87 REFORM EXISTING LEAD OUT ON THE LEFT.
0.99 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.01 CLEAN OUT EXISTING 15-FOOT CATTLE GUARD.
1.07 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.15 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.23 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.28 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.33 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO THE TANK.
1.39 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.46 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.53 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.59 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.65 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.70 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO THE TANK.
1.73 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO THE TANK.
1.78 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.81 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.90 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
1.97 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.01 MAINTAIN EXISTING INTERSECTION WITH NFSR 310B TO THE RIGHT.
2.03 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.06 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.11 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.14 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.
2.15 MAINTAIN EXISTING INTERSECTION WITH NFSR 302 TO THE RIGHT.
WORK DESCRIPTION - NFSR 310 CONTINUED
4.91 PROTECT IN PLACE EXISTING 20' GATE.
4.92 REFORM EXISTING LEAD OUT ON THE LEFT.
4.96 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
5.00 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.
5.01 MAINTAIN EXISTING INTERSECTION WITH NFSR 307A ON THE LEFT.
WORK DESCRIPTION - NFSR 310
MILE POST 0.00 - 2.15: RECONDITION ROAD IN ACCORDANCE WITH FP-24 AND FSSS SECTION 303.
RESURFACE ROAD IN ACCORDANCE WITH THE FP-24 AND FSSS SECTION 301. LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM COMPACTED DEPTH OF 4"
UTILIZING CRAZY COW PIT AGGREGATE STOCKPILE. CLEAN OUT DRAINAGE STRUCTURES IN
ACCORDANCE WITH FP-24 SECTION 607. MAINTAIN ALL EXISTING CULVERTS, CATTLE GUARDS, LEAD OUTS, AND ROAD JUNCTIONS, INCLUDING THOSE NOT LISTED. CONTRACTOR TO BLUESTAKE AS THERE
IS A KNOWN BURIED CABLE LINE IN THE RIGHT SIDE DITCH.
PROJECT M.P.
0.00 NPS BOUNDARY. CLEAN EXISTING CATTLE GUARD.
0.00 MAINTAIN EXISTING GATE.
0.03 BOUNDARY SIGN ON THE RIGHT.
0.05 MAINTAIN EXISTING INTERSECTION WITH NFSR 2718 TO THE RIGHT.
0.06 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.06 MAINTAIN EXISTING TURNOUT ON THE RIGHT.
0.10 MAINTAIN EXISTING LEAD OUT ON THE LEFT.
0.10 MAINTAIN EXISTING TURNOUT ON THE RIGHT TO BMP 0.13.
0.14 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.
0.15 MAINTAIN EXISTING INTERSECTION WITH NFSR 310E TO THE RIGHT.
0.19 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.
| undefined: | |
| SOUTHWESTERN REGION: | |
| STAMPS LOGOS AND SEALS: | |
| 055: | |
| 1: | |
| fill_4: | |
| 2: | |
| fill_5: | |
| 955: | |
| fill_6: | |
| 373: | |
| fill_7: | |
| DRAWING TITLE ROADWORK CONTRACT MAP: | |
| I ARCHIVE NO: | |
| PROJECT NO: | |
| 2026-02-04T08:10:40-0700 | |
| RAYMOND HOLT |
| 2026-02-04T08:22:23-0700 | |
| CHELSEA MUISE |
| 2026-02-04T09:11:35-0700 | |
| NICOLE BRANTON |
File details come from the government source that posted it. Updated .