Attachment 4 - Culverts Plans.pdf
PDF 4 MB Posted
- Attached to
- Culvert Cleaning Repair and Replacement
- Solicitation number
- 127EAX24R0027
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of plans and drawings for a culvert cleaning, repair, and replacement project along Forest Service Road 613 in the Coconino National Forest in Arizona. The project involves cleaning two culverts, removing and replacing five culverts, and includes three optional work items to remove and replace three additional culverts. The contractor will be responsible for providing all supervision, materials, equipment, transportation, and labor to complete the work. The project area starts at the junction of AZ-87 and FSR 613 and continues along FSR 613 to the junction with FSR 147 at mile post 4.75. The plans provide details on culvert sizes, cover materials, backfill requirements, and other construction specifications. The project is part of a federal contract opportunity with solicitation number 127EAX24R0027 for culvert cleaning, repair, and replacement on the Coconino National Forest.
View the file
Other files
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
0304 Q2 CON ENG FRD FSR 613
TO REACH FSR 613: FROM FLAGSTAFF, AZ (COCONINO S.O. 1824 S. THOMPSON ST.) FROM THE
PARKING LOT TURN LEFT ONTO S. THOMPSON ST. TRAVEL 0.10 MILES AND TURN LEFT ONTO
UNIVERSITY AVE. TRAVEL 0.30 MILES AND TURN RIGHT ONTO S. WOODLAND VILLAGE BLVD. TRAVEL
0.80 MILES AND TURN RIGHT ONTO BEULAH BLVD. TRAVEL 0.30 MILES AND TURN LEFT ONTO LAKE MARY ROAD (COC-3). TRAVEL FOR 53.60 MILES AND TURN RIGHT ONTO AZ-87. TRAVEL FOR 7.50 MILES
AND FSR 613 WILL BE ON THE LEFT.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
FOREST SUPERVISOR
RO TRANSPORTATION PROGRAM MANAGER
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
ARIZONA
COCONINO COUNTY
(R03) SOUTHWESTERN REGION
COCONINO NATIONAL FOREST
MOGOLLON RIM RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET 03/12/2024
G-02 CONTRACT MAP 03/12/2024
G-03 VICINITY MAP 03/12/2024
G-04 GENERAL NOTES 03/12/2024
C-01 TYPICAL CULVERT DETAILS 03/12/2024
C-02 WORK DESCRIPTIONS 03/12/2024
FLAGSTAFF, AZ
COC-3
Culvert Cleaning, Repair, & Replacement NEW OUT
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
R3
SOUTHWESTERN REGION
FSR 613
CULVERT CLEANING,
REPAIR, &
REPLACEMENT
COCONINO NATIONAL
FOREST
MOGOLLON RIM RANGER
DISTRICT
CONTRACT MAP
03/12/2024
S. UTLEY
S. UTLEY
T. CONNOLLY
G-02
6 2
AutoCAD SHX Text
PROJECT NAME
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
AutoCAD SHX Text E
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
R3
SOUTHWESTERN REGION
FSR 613
CULVERT CLEANING,
REPAIR, &
REPLACEMENT
COCONINO NATIONAL
FOREST
MOGOLLON RIM RANGER
DISTRICT
VICINITY MAP
03/12/2024
S. UTLEY
S. UTLEY
T. CONNOLLY
G-03
AutoCAD SHX Text
PROJECT NAME
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
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
R3
SOUTHWESTERN REGION
FSR 613
CULVERT CLEANING,
REPAIR, &
REPLACEMENT
COCONINO NATIONAL
FOREST
MOGOLLON RIM RANGER
DISTRICT
GENERAL NOTES
03/12/2024
S. UTLEY
S. UTLEY
T. CONNOLLY
G-04
GENERAL NOTES:
1. THE PROJECT STARTS AT THE JUNCTION OF AZ-87 AND FSR 613 AND CONTINUES ALONG FSR
613 TO THE JUNCTION WITH FSR 147 AT MP 4.75. THE PROJECT INCLUDES THE CLEANING OF
TWO CULVERTS AND THE REMOVAL AND REPLACEMENT OF FIVE CULVERTS. THIS PROJECT
ALSO INCLUDES THREE OPTIONAL WORK ITEMS FOR THE REMOVAL AND REPLACEMENT OF
THREE CULVERTS, EACH ALONG FSR 613. OLD CULVERTS SHALL BE HAULED OFF
GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REGULATIONS, PER FP-14 203.05 (A).
2. MAXIMUM PARTICLE SIZE FOR BEDDING MATERIAL IS 12 INCH OR HALF THE CORRUGATION
DEPTH, WHICHEVER IS SMALLER. MAXIMUM PARTICLE SIZE FOR BACKFILL MATERIAL IS 3 INCH.
OVERSIZED ROCK MAY BE USED AS RIPRAP IN CULVERT CATCHMENTS AND ROLLING DIP
OUTFLOW.
3. ALL CULVERTS SHALL HAVE A MINIMUM OF ONE FOOT OF COVER, NOT INCLUDING SURFACING, MEASURED FROM THE TOP OF THE CULVERT.
4. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE COR AT LEAST 14-DAYS PRIOR TO
PREWORK MEETING.
5. 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.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS TYPE
OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.
7. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT THE PROJECT SITE. THE NEAREST
SOURCE IS LOCATED IN THE CITY OF PAYSON.
8. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF THIRTY
MINUTES UNLESS PRE-APPROVED BY COR.
9. 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.
10. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING,
TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM THE
INCIDENTAL ROAD MAINTENANCE.
11. CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE
PLAN(S).
12. CONTRACTOR'S EQUIPMENT PROVIDED FOR THE PERFORMANCE OF THE WORK SHALL BE OF
THE APPROPRIATE SIZE, TYPE AND NUMBER, AND IN GOOD WORKING CONDITION, SUITABLE
FOR THE WORK REQUIRED. OPERATORS SHALL BE COMPETENT AND EXPERIENCED IN THE
OPERATION OF THE 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 BE CAPABLE OF CUTTING, CROWNING AND SHAPING OPERATIONS NECESSARY TO
SUCCESSFULLY PERFORM THE TASKS OF THIS CONTRACT. THE CONTRACTOR'S EQUIPMENT
SHALL BE MADE AVAILABLE FOR INSPECTION PRIOR TO COMMENCING WORK. IF AT ANY TIME
DURING THE COURSE OF THIS CONTRACT, THE EQUIPMENT IS DEEMED UNSATISFACTORY OR
UNSAFE, THE CONTRACTING OFFICER MAY REQUIRE REMOVAL AND A SATISFACTORY
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.
13. ALL CONSTRUCTION VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER HARMFUL
MATERIALS.
14. 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-14 SECTION 107.
15. 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.
16. 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.
17. CONTRACTOR IS RESPONSIBLE FOR CONTACTING AZ 811 (1-800-782-5348) PRIOR TO WORK IF
THERE IS ANY RISK OF HITTING UNDERGROUND UTILITIES WHILE PERFORMING ANY
EXCAVATION WORK REQUIRED AS PART OF THIS CONTRACT.
18. CAUTION: ADDITIONAL ROCK HEADWALLS MAY EXIST THROUGHOUT THE PROJECT WORK
AREA, PROTECT IN PLACE.
19. FEDERALLY THREATENED/ ENDANGERED SPECIES, FOREST SERVICE SENSITIVE SPECIES, OR BALD OR GOLDEN EAGLES ARE NESTING WITHIN THE VICINITY OF 0.25 MILES OF THE PROJECT
AREA. SEASONAL RESTRICTIONS FOR OPERATIONS ARE EFFECTIVE DURING THE BREEDING
SEASON (MARCH 1 TO SEPTEMBER 1) TO PREVENT DISTURBANCE OF THE AFFECTED SPECIES
FROM MILE POST 2.3- 3.8.
AutoCAD SHX Text
PROJECT NAME
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
OUTLET DITCH DETAIL
PLACE EXCAVATION HERE
DITCH GRADE
PIPE DIAMETER
NATURAL GROUND1.5:1
SECTION A-A
DITCH GRADE
NATURAL GROUND
A
CULVERT
A
ROAD
END SECTION
* DITCH DEPTH VARIES
GRADE AS CULVERT
* EXTEND DITCH AT SAME
TO DAYLIGHT
TYPICAL CUTOFF/FURROW DITCH
1. DIKE SHALL BE ON DOWNHILL SIDE OF FURROW DITCH
AND SHALL BE DRESSED ON SIDE EXPOSED TO ROAD.
2. LENGTHS AND LOCATIONS OF FURROW DITCHES MAY VARY
AND WILL BE STAKED IN FIELD BY ENGINEER.
DIKE
10"
3:1 3:1
TYPICAL CROSS-SECTION WITH WITH
CULVERT
ORIGINAL
GROUND
OR
STREAM
BED
ORIGINAL
GROUND OR
STREAM BED
5% GRADE
MINIMUM
DO NOT RAISE OUTLET
ABOVE ORIGINAL
GROUND OR
STREAMBED.
ROAD
SURFACE
COVER MUST BE 12" ABOVE THE
HIGHEST EXPOSED EDGE OF
THE CULVERT.
120° 60°
TYPICAL CULVERT SKEW ON
CENTER OF ROAD
CENTER LINE
OF ROAD
1) STATIONING FOR CULVERTS IS APPROXIMATE ONLY.
CULVERT NOTES:
2) CULVERTS SHALL BE CONSTRUCTED TO BEST FIT EXISTING CONDITIONS.
WHERE NECESSARY, OUTLET DITCHES SHALL BE CONSTRUCTED AS DIRECTED BY THE COR.
3) SLOPE OF CULVERTS SHALL MATCH SLOPE OF INLET DITCH.
CULVERT LOCATIONS SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION.
C U
LV
ER
T
B B
100'
TYPICAL COVER QUANTITIES (IN CY)
LENGTH (FT) CRUSHED/SCREEN
100 27
ABOVE VOLUMES BASED ON 14' BASE
WIDTH
100' 50'
AGGREGATE
(COMPACTED)
50'
12"MIN
MATCH
ROAD
SURFACE
B-B DETAIL
COVER OVER CULVERTS (TYP.)
N.T.S.
CULVERT
BASE
COURSE
(COMPACTED)
0"
COMPACTED BACKFILL
BACKFILL DETAIL
12"
UNCOMPACTED BEDDING
4"
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
R3
SOUTHWESTERN REGION
FSR 613
CULVERT CLEANING,
REPAIR, &
REPLACEMENT
COCONINO NATIONAL
FOREST
MOGOLLON RIM RANGER
DISTRICT
TYPICAL CULVERT
DETAILS
03/12/2024
S. UTLEY
S. UTLEY
T. CONNOLLY
C-01
AutoCAD SHX Text
PROJECT NAME
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
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 1/2
4 1 1:
T
NC
ON
NO
LL
Y C:
\U
SE
RS
\T
NC
ON
NO
LL
Y\
BO
X\
T
RA
VE
L
MG
MT
C
OC
\77
TR
AN
SP
OR
TA
TI
ON
S
YS
TE
M
DE
VE
LO
PM
EN
T\
RO
AD
P
RE
CO
NS
TR
UC
TI
ON
\F
Y2 4\F
SR
3 C
UL
VE
RT
S\ 1.
SO
LI
CI
TA
TI
ON
P
AC
KA
GE
\4.
A
CA
D-
DW
GS
A
ND
P
DF
P
LA
NS
\F
SR
3 C
UL
VE
RT
S.
DW
G;
R3
SOUTHWESTERN REGION
FSR 613
CULVERT CLEANING,
REPAIR, &
REPLACEMENT
COCONINO NATIONAL
FOREST
MOGOLLON RIM RANGER
DISTRICT
WORK DESCRIPTIONS
03/12/2024
S. UTLEY
S. UTLEY
T. CONNOLLY
C-02
WORK DESCRIPTION - FSR 613 - BASE
MILE POST 0.00 - 4.75: COVER MATERIAL WILL BE A COMMERCIAL SOURCE STRUCTURAL BACKFILL OR APPROVED EQUIVALENT PER FSSS 704. REMOVED CULVERTS SHALL BE HAULED OFF GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, PER
FP-14 203.05 (A).
PROJECT M.P.
0.00 JUNCTION WITH AZ-87.
1.24 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.40 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.50 REMOVE AND REPLACE DAMAGED 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.75 CLEAN EXISTING 18" SQUASH CULVERT.
2.62 REMOVE AND REPLACE DAMAGED 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
3.01 REMOVE AND REPLACE DAMAGED 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
3.09 CLEAN EXISTING 18" SQUASH CULVERT.
4.75 JUNCTION WITH FSR 147.
WORK DESCRIPTION - FSR 613 - OPTION A
MILE POST 1.90 - 2.04: COVER MATERIAL WILL BE A COMMERCIAL SOURCE STRUCTURAL BACKFILL OR APPROVED EQUIVALENT PER FSSS 704. REMOVED CULVERTS SHALL BE HAULED OFF GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, PER
FP-14 203.05 (A).
PROJECT M.P.
1.90 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.98 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
2.04 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
WORK DESCRIPTION - FSR 613 - OPTION B
MILE POST 1.06 - 1.16: COVER MATERIAL WILL BE A COMMERCIAL SOURCE STRUCTURAL BACKFILL OR APPROVED EQUIVALENT PER FSSS 704. REMOVED CULVERTS SHALL BE HAULED OFF GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, PER
FP-14 203.05 (A).
PROJECT M.P.
1.06 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.10 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
1.16 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
WORK DESCRIPTION - FSR 613 - OPTION C
MILE POST 1.85 - 2.53: COVER MATERIAL WILL BE A COMMERCIAL SOURCE STRUCTURAL BACKFILL OR APPROVED EQUIVALENT PER FSSS 704. REMOVED CULVERTS SHALL BE HAULED OFF GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, PER
FP-14 203.05 (A).
PROJECT M.P.
1.85 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
2.41 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
2.53 REMOVE AND REPLACE EXISTING 18" SQUASH CULVERT WITH 24" SQUASH CULVERT. PLACE ADDITIONAL MATERIAL OVER THE TOP OF THE CULVERT TO ENSURE 12" OF COVER. TAPER THE
ADDITIONAL MATERIAL 50' BEFORE AND AFTER THE CULVERT TO THE ORIGINAL ROAD GRADE.
AutoCAD SHX Text
PROJECT NAME
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
| Sheets and Views |
| FSR 613 Culverts-COVER |
| FSR 613 Culverts-C MAP |
| FSR 613 Culverts-V MAP |
| FSR 613 Culverts-GN |
| FSR 613 Culverts-CMP TYP |
| FSR 613 Culverts-WD |
| 2024-05-01T08:42:40-0700 | |
| RAYMOND HOLT |
| 2024-05-01T16:09:24-0700 | |
| SEAN UNTALAN |
| 2024-05-01T15:52:11-0700 | |
| ROGERS BROWN |
| 2024-05-02T16:27:22-0700 | |
| AARON MAYVILLE |
File details come from the government source that posted it. Updated .