Attachment 2 Plans 260413.pdf
PDF 2 MB Posted
- Attached to
- OTF FR 2130 Perch Lake Road Rehabilitation
- Solicitation number
- 12445526Q0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction plans and specifications for the FR 2130 Road Reconditioning project located in Iron County, Michigan, on the Ottawa National Forest managed by the USDA Forest Service Watersmeet District Office.
The base scope of work runs from Station 0+00 to Station 169+66 (approximately 3.2 miles) and includes roadbed reconditioning, ditch construction and restoration, culvert removal and installation, and aggregate surface course placement. The project requires loading, hauling, and compacting 39,587 square yards of crushed aggregate for road surfacing at 6 inches thick over a 20-foot road width. Multiple culverts must be removed and replaced with new corrugated metal pipe culverts ranging from 15 inches to 24 inches in diameter and varying lengths from 28 to 44 feet. Ditching work includes excavation, restoration, and installation of erosion control materials including rip rap, geosynthetic materials, and erosion matting. Seed and mulch requirements are specified for disturbed areas using a certified weed-free seed mixture applied between May 15 and October 1. The optional scope (Option 1) extends from Station 169+66 to Station 382+92 and requires an additional 47,899 square yards of crushed aggregate and numerous additional culvert replacements. Traffic control is required throughout construction with the road closed except for local traffic, coordinated with private entrances. All materials come from designated Forest Service pits at no charge. Construction is restricted to 6:00 AM to 6:00 PM, Monday through Friday, with no work on federal holidays or weekends without prior approval. The project is governed by FP-14 (Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects) specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| Vendor Q and A 1 260511.docx | DOCX document | |
| Solicitation 12445526Q0056 260415.pdf | ||
| Attachment 4 Wage Determinatino 260109.pdf | ||
| Attachment 1 Statement of Work 260413.pdf | ||
| Attachment 3 FSSS 260413.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
FR 2130 ROAD RECONDITIONING
FROM THE WATERSMEET RANGER DISTRICT OFFICE, TRAVEL SOUTHEAST ON US-2 E TOWARDS IRON
RIVER, MICHIGAN FOR 24.7 MILES. TURN LEFT ONTO WILD RIVER ROAD, HEADING NORTH FOR 0.5
MILES. TURN RIGHT ONTO EAST SIDING ROAD AND HEAD EAST FOR 0.9 MILES. TURN LEFT ONTO
GIBBS CITY ROAD AND HEAD NORTH FOR 6.8 MILES. CONTINUE HEADING NORTH ONTO PONOZZO
ROAD FOR 6.2 MILES. TURN RIGHT ONTO FR 2130 AND DRIVE TO MILE POST 3.0 WHICH IS THE START
OF THE PROJECT LOCATION.
WATERSMEET DISTRICT OFFICE
E23979 US 2 East
Watersmeet, MI 49969
RECOMMENDED BY:
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STATE OF MICHIGAN
IRON COUNTY
REGION 09
OTTAWA NATIONAL FOREST
WATERSMEET DISTRICT OFFICE
INDEX OF SHEETS
SHEET SHEET TITLE DATE
C-01 COVERSHEET 10/24/2022
C-02 QUANTITIES AND GENERAL NOTES 10/24/2022
C-03 TYPICAL SECTIONS 10/24/2022
C-04 DETAILS 10/24/2022
C-05 TRAFFIC CONTROL 10/24/2022
C-06 PLAN LAYOUT 1 10/24/2022
C-07 PLAN LAYOUT 2 10/24/2022
C-08 PLAN LAYOUT 3 10/24/2022
C-09 PLAN LAYOUT 4 10/24/2022
C-10 TABLE 10/24/2022
C-11 TABLE 10/24/2022
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
atembreull Text Box
- Acting
EXISTING GROUNDPREPARED SUBGRADE
"PLACED RIP RAP, METHOD A, CLASS 1""ROLLED EROSION CONTROL PRODUCT,
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
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(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
QUANTITIES AND
GENERAL NOTES
10/24/2022 QUANT AND GEN NOTES
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-02 002 011
PROJECT NOTES
1. ROAD SHALL BE CLOSED DURING CONSTRUCTION, EXCEPT OPEN
TO LOCAL TRAFFIC ONLY, AS PER THE TRAFFIC CONTROL PLAN.
THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING 3
WEEKS PRIOR TO ANY PROPOSED CLOSURE. ROAD CLOSURE
SIGNING SHALL BE IN PLACE PRIOR TO CLOSING ROAD. REFER TO
TRAFFIC CONTROL PLAN FOR DETAILS. ACCESS SHOULD BE
MAINTAINED AND/OR COORDINATED TO ALL PRIVATE ENTRANCES
(PE'S) ON THE ROADWAY THROUGHOUT THE PROJECT.
2. THE CRUSHED AGGREGATE SOURCE FOR ALL REQUIRED
MATERIALS IS BUSH CREEK PIT (LOCATED AT T45N, R36W, SECTION
26). THE RIP RAP SOURCE FOR ALL REQUIRED MATERIALS IS SIX
MILE PIT (LOCATED AT T45N, R36W, SECTION 7). THERE IS NO
CHARGE FOR THE AGGREGATE AND RIP RAP MATERIALS
REQUIRED FOR THIS PROJECT. ALL TRAFFIC CONTROL SIGNAGE
SHALL BE IN PLACE BEFORE ANY HAULING COMMENCES.
3. DITCHES ARE TO BE CONSTRUCTED AS SHOWN ON THE TYPICAL
DETAILS. BACK SLOPE SHAPING MAY INCLUDE TREE REMOVAL.
TREES SHALL BE PLACED OUTSIDE OF THE RIGHT OF WAY.
SUITABLE EXCAVATED MATERIAL MAY BE USED AS ROAD FILL.
DISPOSAL OF UNSUITABLE MATERIAL GENERATED BY ROADBED
AND DITCH RECONDITIONING MAY BE CAST AND SPREAD WITHIN
THE RIGHT OF WAY ALONG THE PROJECT AREA AS DIRECTED AND
AGREED TO WITH BY THE COR, OR TRANSPORTED TO BUSH CREEK
PIT.
4. THE USFS WILL STAKE OUT THE PROPOSED CULVERT LOCATIONS,
DITCHING LOCATIONS AND OTHER PROJECT SPECIFIC ITEMS.
CONTRACTOR AND COR TO REVIEW INFORMATION IN THE FIELD
TOGETHER.
5. FR 2130 MILE POST 3.0 = STATION 0+00.
6. ROADBED RECONDITIONING SHALL BE PERFORMED FROM STATION
0+00 THRU 169+66.
GENERAL NOTES
1. THE GOVERNING SPECIFICATIONS SHALL BE THE STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON
FEDERAL HIGHWAY PROJECTS, FP-14, THE LATEST EDITION
PUBLISHED BY THE US DEPT. OF TRANSPORTATION.
2. THE CONTRACTOR SHALL CONTACT MISS DIG AT 1-800-482-7171 A
MINIMUM OF 3 WORKING DAYS PRIOR TO ANY EXCAVATION.
CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER
AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING
RELOCATION WILL NOT BE DISTURBED.
3. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES, WHETHER THE
UTILITY WAS SHOWN OR NOT ON THESE PLANS SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR. THIS WORK SHALL BE
CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL
COMPENSATIONS SHALL BE ALLOWED.
4. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY
THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN
REMAINS ARE ENCOUNTERED.
5. ANY HAUL ROADS USED SHALL BE MAINTAINED BY THE
CONTRACTOR AS NEEDED AND AS DIRECTED BY THE
CONTRACTING OFFICER.
6. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TRAFFIC ON
PUBLIC ROADWAYS AT ALL TIMES DURING CONSTRUCTION.
ACCESS TO PRIVATE PROPERTIES SHALL ALSO BE MAINTAINED AT
ALL TIMES. THE COST OF THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL
COMPENSATION SHALL BE ALLOWED.
7. THE CONTRACTOR SHALL PERFORM ALL WORK BETWEEN THE
HOURS OF 6:00 AM AND 6:00 PM MONDAY THROUGH FRIDAY. NO
WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR
WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING
OFFICER.
8. ALL NEW CULVERT LOCATIONS REQUIRE CRUSHED AGGREGATE
FOR CULVERT BED AND TO ENCAPSULATE CULVERT. PERFORM
WORK IN COMPLIANCE WITH SECTION 209 OF FP-14. THIS WORK IS
INCIDENTAL TO THE CULVERT INSTALLATION PRICE.
9. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS AND THE PROJECT
SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.
10. OWNER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
SAFETY PRECAUTIONS OR THE MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES REQUIRED OF THE CONTRACTOR
TO PERFORM THEIR WORK.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
SECURING AND PROTECTING THE PROJECT SITE. THIS MAY
INCLUDE , BUT IS NOT LIMITED TO, CONSTRUCTION PERIMETER
FENCING, SIGNAGE, AND PROTECTION OF EXCAVATIONS.
12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE
SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING
CONDITIONS. THE CONTRACTOR SHALL TAKE ALL NECESSARY
FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS
AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR
SHOWN ON THE DRAWINGS. SHOULD ANY ERROR OR
INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED
WITH THE WORK AFFECTED UNTIL REPORTING TO USFS FOR
CLARIFICATION OR CORRECTION.
13. ANY INSPECTION BY THE COUNTY, STATE, FEDERAL, OR USFS
SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY
OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH
THE APPLICABLE CODES, REGULATIONS AND PROJECT CONTRACT
DOCUMENTS.
14. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO
COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE
NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT
DOCUMENTS BUT NOT SPECIFICALLY CALLED OUT THEREIN, ALL
APPLICABLE AGENCY REQUIREMENTS, AND ANY OTHER WORK AS
MAY BE NECESSARY TO PROVIDE A COMPLETED PROJECT.
15. WHEN CONTRADICTIONS OCCUR BETWEEN PLANS AND
SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING CLARIFICATION FROM THE USFS BEFORE CONTINUING
WITH CONSTRUCTION.
16. DURING CONSTRUCTION, DISPOSAL OF EXCESS MATERIAL SHALL
NOT BE PERMITTED IN A WETLAND OR ADJACENT AREAS.
17. REMOVED CULVERTS SHALL BE REVIEWED BY THE COR TO HAVE
THEM DEEMED SALVAGEABLE OR TO BE DISPOSED. FOR
DISPOSED CULVERTS, THE CONTRACTOR SHALL REMOVE THEM
FROM THE SITE AND DISPOSE OF THEM AT A PROPER OFF SITE
LOCATION. SALVAGEABLE CULVERTS SHALL BE CAREFULLY
REMOVED AND TURNED OVER TO THE USFS. THE CONTRACTOR
SHALL COORDINATE USFS AND TRANSPORT ALL SALVAGED
CULVERTS TO A PRE-APPROVED LOCATION. THIS WORK SHALL BE
CONSIDERED INCIDENTAL TO THE CULVERT ITEM AND NO
ADDITIONAL COMPENSATIONS SHALL BE ALLOWED.
18. ALL EXCESS EXCAVATION, DEBRIS, AND RUBBISH RESULTING
FROM CONSTRUCTION OPERATIONS SHALL BE REMOVED FROM
PROJECT SITE AND DISPOSED OF BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND ASSUME
FULL RESPONSIBILITY FOR THE DISPOSAL OF THE MATERIALS AT A
LOCATION WHICH IS PRE-APPROVED BY THE COR. THIS WORK
SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO
ADDITIONAL COMPENSATION SHALL BE ALLOWED.
19. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON
THE PROJECT SITE AT ALL TIMES. ANY ALTERATION OR VARIANCE
FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED
TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED
BY USFS AND WHEN NECESSARY THOSE AGENCIES AFFECTED BY
THE ALTERATION. ANY VARIATIONS FROM THESE PLANS SHALL BE
DOCUMENTED ON THE CONSTRUCTION PRINTS AND TRANSMITTED
TO USFS.
20. ALL EXISTING PUBLIC LAND SURVEY CORNERS, PROPERTY
CONTROLLING CORNERS AND ALIGNMENT CONTROL POINTS SHALL
BE PRESERVED AND PROTECTED BY THE CONTRACTOR. IF ANY OF
THESE ARE DAMAGED, THE CONTRACTOR SHALL REPLACE (BY A
LICENSED SURVEYOR). THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL
COMPENSATIONS SHALL BE ALLOWED.
21. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO
THE WATERCOURSE NOR SHALL MATERIAL BE PLACED INTO THE
WATER COURSE EXCEPT AS SHOWN ON THE PLANS.
22. MINIMUM TWO FOOT CONNECTOR BAND IS REQUIRED ON ANY
CULVERT REQUIRING ADDITIONAL LENGTHS.
23. WHEN PLACING CRUSHED GRAVEL USED TO ENCAPSULATE
CULVERTS, AGGREGATE MATERIAL SHALL BE COMPACTED WITH
MECHANICAL VIBRATING PLATE COMPACTOR IN ONE FOOT LIFTS.
LAYERS.
NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE AND MAY BE INCOMPLETE.
FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH
PUBLIC ACT 174, 2014, THE CONTRACTOR SHALL CALL TOLL FREE 811 OR
1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING
SATURDAYS, SUNDAYS, AND HOLIDAYS, BUT NO MORE THAN 14 CALENDAR
DAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC
UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG"
PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT
RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT
BE PART OF THE "MISS DIG" ALERT SYSTEM.
BASIS OF ESTIMATED QUANTITIES
1. AGG SURFACE COURSE IS CALCULATED ON SHEET C-10 AND C-11.
A ROAD WIDTH OF 21' WAS USED TO CALCULATE THE CUBIC
YARDAGE IN ORDER TO ACCOUNT FOR THE 20' WIDE ROAD WITH
SIDE SLOPES ON EACH SIDE.
2. RIP RAP WAS CALCULATED AT A WIDTH OF 5' WIDE AND 1' DEEP FOR
THE STATIONS THAT ARE NOTED.
3. ALL OTHER CALCULATIONS ARE SHOWN ON SHEET C-10 AND C-11.
Annual Rye Grass
ALL MULCHING MATERIAL
RATE (LBS/ACRE)
APPLICATION
TYPE
SEED
ALL SEED TO BE CERTIFIED WEED FREE
MULCHING
Alsike Clover
Creeping Red Fescue
Total: 100.0
TO BE CERTIFIED WEED FREE
% Mixture
SEED MIXTURE SHALL BE APPLIED AT A RATE OF 55 LBS/ACRE
Ladino (dutch white) Clover
SEED MIX
AND APPLIED BETWEEN MAY 15th AND OCTOBER 1st.
BEGINNING OF BASE SCOPE
STATION 0+00
END OF BASE SCOPE
STATION 169+66
END OF OPTION 1
STATION 382+92
BEGINNING OF OPTION 1
STATION 169+66
FR 2130
PERCH
LAKE
PLAN KEY
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20.0' TRAVELED WAY
CL
10.0' 10.0'
4%
PROPOSED TYPICAL SECTION
4%
M
A
X
STA 0+00 (POB) TO STA 169+66 (POE) BASE SCOPE
SEED AND MULCH UNDER
TURF ESTABLISHMENT PAY
ITEM
X
X
EXISTING GROUND
AGGREGATE SURFACE
COURSE, COMPACTION
METHOD A, CIP (6" DEPTH)
PREPARED SUBGRADE
DITCH, EXCAVATION PAY ITEM
INCLUDES CONSTRUCTING 1' WIDE
BOTTOM DITCH THAT IS 18" DEEP
(OFF SHOULDER), WITH 2H:1V SIDE
SLOPES OR FLATTER
SCALE: NTS
STA 169+66 (POB) TO STA 382+92 (POE) OPTION 1
22.0' ROADBED
20.0' TRAVELED WAY
% VAR.
% VAR.
STA 0+00 (POB) TO STA 169+66 (POE) BASE SCOPE
EXISTING TYPICAL SECTION
SCALE: NTS
VEGETATED SHOULDER
EXISTING GROUND
STA 169+66 (POB) TO STA 382+92 (POE) OPTION 1
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
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(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
TYPICAL SECTIONS
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-03 003 011
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Variable
F R
EDGE OF GRAVEL SURFACE
V a r i a b l e
M a i n t a i n a s x i s t i n g
TYPICAL SIDE ROAD ENTRANCE
MAINTAIN EXISTING WIDTH
H
V
X
H
X
H
X
CL
12"
(MIN.
COVER)
2.0' FLAT
BOTTOM
DITCH
* NOTE:
ADJUST ROADWAY DITCH DEPTH TO ACCOMMODATE
CULVERT INLET/ OUTLET AS NEEDED AT CULVERT
REPLACEMENT LOCATIONS. (TYP. ALL PROPOSED CULVERTS)
ELEVATION PER USFS DIRECTION
AGGREGATE SURFACE
COURSE, COMPACTION
METHOD A, CIP (6" DEPTH)
EXISTING CULVERT TO BE
REMOVED
CORRUGATED METAL PIPE, ALUMINIZED
TURF ESTABLISHMENT
DITCH EXCAVATION
AS NEEDED
*LIMITS OF
EXCAVATION
PROPOSED TYPICAL SECTION @ CULVERTS
SCALE: NTS
PER PLAN
20.0' TRAVELED WAY
10.0'10.0'
4%
4%
RIP RAP CALCULATED
AT 5' WIDE
RIP RAP DITCH DETAIL
H
X
H
X
"PLACED RIP RAP, METHOD A, CLASS 1"
PAY ITEM INCLUDES PLACING 1' THICK
RIP RAP ON TOP OF GEOTEXTILE FILTER.
THE GEOTEXTILE FILTER IS INCIDENTAL
TO THE RIP RAP PAY ITEM
EXISTING GROUND
EMAT CALCULATED
AT 8' WIDE
EMAT DETAIL
"ROLLED EROSION CONTROL PRODUCT,
TYPE 2.D" (HEREBY CALLED "EMAT") PAY ITEM
INCLUDES PLACING 8' WIDE ROLL OF EMAT
CENTERED IN THE NEW DITCH, INSTALLED
PER MANUFACTURERS RECOMMENDATIONS
AND FP-14 SECTION 629
H
X
H
X
EXISTING GROUND
H
X
H
X
H
X
CL
2.0' FLAT
BOTTOM
DITCH
* NOTE:
ADJUST ROADWAY DITCH DEPTH TO ACCOMMODATE
CULVERT INLET/ OUTLET AS NEEDED AT CULVERT
REPLACEMENT LOCATIONS. (TYP. ALL PROPOSED CULVERTS)
ELEVATION PER USFS DIRECTION
AGGREGATE SURFACE
COURSE, COMPACTION
METHOD A, CIP (6" DEPTH)
EXISTING CULVERT TO BE
REMOVED
CORRUGATED METAL PIPE, ALUMINIZED
TURF ESTABLISHMENT
DITCH EXCAVATION
AS NEEDED
*LIMITS OF
EXCAVATION
PROPOSED TYPICAL SIDE RD. ENTRANCE SECTION @ CULVERTS
SCALE: NTS
PER PLAN
WIDTH VARIES
WIDTH VARIESWIDTH VARIES
4%
4%
12"
(MIN.
COVER)
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
/24
/22
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(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
DETAILS
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-04 004 011
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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
/24
/22
:5 8 M
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
TRAFFIC CONTROL
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-05 005 011
TRAFFIC CONTROL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TRAFFIC CONTROL RELATED TO CONSTRUCTION
OF THE PROJECT. ALL TRAFFIC CONTROL SHALL
BE PERFORMED IN ACCORDANCE WITH THE
LATEST EDITION OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ERECTION AND PLACEMENT OF ALL THE
REQUIRED SIGNING AS OUTLINED IN THE ABOVE
MENTIONED MANUAL. THE CONTRACTOR SHALL
PROVIDE AND MAINTAIN ALL SUCH OTHER
TRAFFIC CONTROL DEVICES WHICH WILL
ADEQUATELY WARN AND ALERT DRIVERS OF
CONSTRUCTION HAZARDS.
3. IN ADDITION TO THE INDICATED WARNING SIGNS
AND BARRICADES, TYPE II BARRICADES WITH
AND WITHOUT LIGHTS, SHALL BE PLACED NEAR
EACH PARTICULAR HAZARD AREA WHEN
NECESSARY, OR AS DIRECTED BY ENGINEER, IN
ACCORDANCE WITH THE LATEST EDITION OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. ALL WORK FOR TEMPORARY TRAFFIC
CONTROL WILL BE PAID FOR UNDER ITEM 63501
TEMPORARY TRAFFIC CONTROL.
4. LEAVE ALL EXISTING SIGNAGE IN PLACE AND DO
NOT DISTURB.
2 MIN
6' TYP
NOT LESS THAN 5'
2' MIN
6' TYP
NOT LESS THAN 5'
PERCH
LAKE
FR 2130
FR 137
PERCH
LAKE
FR 2130
FR 137
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%%UTYPICAL TEMPORARY SIGNING INSTALLATION%%U
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%%UTYPICAL PERMANENT SIGNING INSTALLATION%%U
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LOCAL TRAFFIC ONLY
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PLACE 1000 FT
AutoCAD SHX Text CONTRACTOR IS REQUIRED TO IDENTIFY HAZARDOUS WORK AREAS AND SIGN THEM IN ACCORDANCE WITH THE MUTCD.
AutoCAD SHX Text NOTE: ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MUTCD. IN ADDITION TO THESE DEVICES, THE
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END
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PLACE 1000 FT
AutoCAD SHX Text CONTRACTOR IS REQUIRED TO IDENTIFY HAZARDOUS WORK AREAS AND SIGN THEM IN ACCORDANCE WITH THE MUTCD.
AutoCAD SHX Text NOTE: ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MUTCD. IN ADDITION TO THESE DEVICES, THE
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%%UTEMPORARY TRAFFIC CONTROL SCHEDULE - OPTION 1
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%%UTEMPORARY TRAFFIC PLAN - BASE SCOPE
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%%UTEMPORARY TRAFFIC PLAN - OPTION 1
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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
/24
/22
:5 8 M
AR
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
PLAN LAYOUT 1
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-06 006 011
STATION 0+00
BEGINNING OF PROJECT
STATION 0+92
CULVERT REMOVAL (1)
INSTALL 36' OF 24" CMP CULVERT
DEEPEN CULVERT BED 6"
IMPROVE 20' INLET DITCH ON RIGHT
IMPROVE 40' OUTLET DITCH ON LEFT
STATION 0+00 THRU 169+66
RESHAPE ROAD TO A
CROWN OR OUT SLOPE
TO A WIDTH OF 22'. PROVIDE
LEAD OUTLET DITCHES AS
DIRECTED FOR DRAINAGE
STATION 0+92
BEGIN DITCHING RESTORATION ON RIGHT
STATION 6+12
END DITCHING RESTORATION ON RIGHT
STATION 13+22
BEGIN DITCHING RESTORATION
TO PIPE ON RIGHT
STATION 14+28
END DITCHING RESTORATION
STATION 14+28
INSTALL 40' OF 17"x13" CMP ARCH CULVERT
SIDE ROAD APPROACH
STATION 14+28
BEGIN DITCHING RESTORATION
ON RIGHT SIDE OF ENTRANCE
ROAD FOR 100' TO PIPE INLET
STATION 14+28
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 16+11
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 16+86
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 22+60
CULVERT REMOVAL (1)
INSTALL 28' OF 15" CMP CULVERT
CONSTRUCT 20' OUTLET DITCH LEFT
STATION 25+53
CULVERT REMOVAL (1)
INSTALL 34' OF 24" CMP CULVERT
LOWER PIPE BED 12"
STATION 26+02
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 31+83
CULVERT REMOVAL (1)
INSTALL 30' OF 21"x15" CMP
ARCH CULVERT LOWER PIPE BED
DITCH RESTORATION 40' ON LEFT
STATION 34+31
LOAD, HAUL, PLACE AND COMPACT
270 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 34+31
ENTRANCE LEFT
INSTALL 44' OF 17"x13"
CMP ARCH CULVERT
STATION 34+31
OUTLET FROM DITCH LEFT
FROM ENTRANCE ROAD
CULVERT. INCORPORATE
INTO TRAVEL SURFACE
STATION 34+31
EXCAVATE 50 CY RIGHT SIDE OF
ENTRANCE ROAD TO PLACE OVER
ENTRANCE CULVERT
STATION 34+31
BEGIN RECONDITIONING DITCH ON
LEFT TO PROMOTE DRAINAGE
STATION 37+81
END RECONDITIONING DITCH ON
LEFT TO PROMOTE DRAINAGE
STATION 57+58
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 58+62
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 60+73
CONSTRUCT 40' OUTLET DITCH LEFT
AND 35' INLET DITCH LEFT FROM
ENTRANCE CULVERT
STATION 60+73
INSTALL 44' OF 17"x13"
CMP ARCH CULVERT
STATION 60+73
LOAD, HAUL, PLACE AND COMPACT
180 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 66+83
CULVERT REMOVAL (1)
INSTALL 30' OF 15" CMP CULVERT
LOWER PIPE BED 5"
STATION 75+90
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 73+38
CULVERT REMOVAL (1)
INSTALL 28' OF 15" CMP CULVERT
STATION 86+05
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 87+29
CULVERT REMOVAL (1)
INSTALL 30' OF 21"x15" CMP
ARCH CULVERT
STATION 93+51
LOAD, HAUL, PLACE AND COMPACT
180 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 93+51
CULVERT REMOVAL (1)
INSTALL 30' OF 17"x13" CMP
ARCH CULVERT
STATION 91+92
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 93+51
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 98+25
INSTALL 44' OF 17"x13" CMP ARCH CULVERT
DEEPEN PIPE BED TO MATCH DITCHES
STATION 97+19
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 98+25
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 98+25
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 98+44
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
NOTE:
SEED AND MULCH ALL DISTURBED
AREAS INCLUDING DITCHES.
FURNISH AND SUPPLY SEED, FERTILIZER
AND STRAW MULCH. SEED TYPE AND
AMOUNTS OF STRAW FOR APPLICATION
RATES WITHIN SUPPLEMENTAL SPECIFICATIONS
STATION 0+00 THRU 169+66
NOTE:
LOAD, HAUL, PLACE AND COMPACT
39,587 SY OF CRUSHED AGGREGATE
FOR ROAD SURFACING. PLACE MATERIAL
6" THICK WITH A 20' ROAD TOP FINISHED
SURFACE. STATION 0+00 THRU 169+66
NOTE:
FR 2130 MILE POST 3.0 = STATION 0+00
Feet
4002000
FR2130-P
FR2130-N
FR2136
FR2130-M
FR2130-K
FR2130-J
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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
/24
/22
:5 8 M
AR
KS
UR
PR
EN
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\U
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\M
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
PLAN LAYOUT 2
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-07 007 011
STATION 98+44
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 99+78
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
STATION 100+84
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 102+60
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 107+36
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 109+75 THRU 110+75
MINOR EXCAVATION TO SHAPE EXISTING
RIGHT DITCH FOR RIP RAP PLACEMENT.
SHAPE 100' LONG x 5' WIDE TO PIPE INLET.
PLACE EXCESS MATERIALS OUTSIDE OF
CLEARING LIMITS. PREPARE/SHAPE OUTLET
DITCH FROM CULVERT 100' LONG x 5' WIDE
STATION 109+75 THRU 110+75
RIGHT SIDE DITCH INLET PIPE
FURNISH AND INSTALL EARTHWORK
8 OZ. NON WOVEN GEOSYNTHETICS (72 SY)
100' LONG x 5' WIDE.
RIGHT SIDE DITCH OUTLET PIPE
30' LONG x 5' WIDE
STATION 109+75 THRU 110+75
LOAD, HAUL, AND PLACE FROM SIX MILE PIT
24 CY OF RIP RAP. RIGHT SIDE DITCH
INLET PIPE 100' LONG x 5' WIDE x 1' THICK.
OUTLET PIPE 30' LONG x 5' WIDE x 1' THICK
STATION 120+67
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 116+28
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 120+53
LOAD, HAUL, PLACE AND COMPACT
180 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 112+58
EXISTING CULVERT
PRESERVE AND PROTECT
STATION 127+14
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 130+57
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 129+25
CULVERT REMOVAL (1)
INSTALL 30' OF 17"x13" CMP
ARCH CULVERT
STATION 142+52
CULVERT REMOVAL (1)
INSTALL 30' OF 17"x13" CMP
ARCH CULVERT
STATION 142+52
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 139+88
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 154+22
INSTALL 40' OF 17"x13" CMP
ARCH CULVERT
STATION 147+36
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 144+72
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 154+22
LOAD, HAUL, PLACE AND COMPACT
180 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 156+56
CULVERT REMOVAL (1)
INSTALL 30' OF 21"x15" CMP
ARCH CULVERT. RECONDITION
OUTLET DITCH FROM CULVERT
OUTLET FOR 100'
STATION 159+95
CULVERT REMOVAL (1)
INSTALL 30' OF 21"x15" CMP
ARCH CULVERT. RECONDITION
DITCH LEFT TO PROMOTE
DRAINAGE FROM PIPE OUTLET 75'
STATION 168+91
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 169+44
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 168+91
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 169+66
END OF PROJECT
STATION 104+72 - 108+94
CONSTRUCT/INSTALL (5)
RIP RAP CHECK DAMS
IN DITCH
STATION 112+58
BEGIN DITCHING RESTORATION ON RIGHT
STATION 115+75
END DITCHING RESTORATION
ON RIGHT
STATION 154+22
END RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
STATION 153+16
BEGIN RECONDITIONING DITCH ON
RIGHT TO PROMOTE DRAINAGE
TO CULVERT LOCATION
Feet
4002000
FR2130-H
FR2130-G
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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
/24
/22
:5 8 M
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
PLAN LAYOUT 3
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-08 008 011
Feet
0 200 400
STATION 169+66
BEGINNING OF PROJECT
BID ALTERNATE
NOTE:
SEED AND MULCH ALL DISTURBED
AREAS INCLUDING DITCHES.
FURNISH AND SUPPLY SEED, FERTILIZER
AND STRAW MULCH. SEED TYPE AND
AMOUNTS OF STRAW FOR APPLICATION
RATES WITHIN SUPPLEMENTAL SPECIFICATIONS
STATION 169+66 THRU 382+92
NOTE:
LOAD, HAUL, PLACE AND COMPACT
47,899 SY OF CRUSHED AGGREGATE
FOR ROAD SURFACING. PLACE MATERIAL
6" THICK WITH A 20' ROAD TOP FINISHED
SURFACE. STATION 169+66 THRU 382+92
OPTION 1
STATION 173+90
BEGIN ASPHALT BRIDGE
APPROACH
STATION 181+88
END ASPHALT BRIDGE
APPROACH
STATION 185+43
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 189+30
BEGIN DITCHING RESTORATION ON RIGHT
STATION 194+55
END DITCHING RESTORATION ON RIGHT
STATION 199+22
CULVERT REMOVAL (1)
INSTALL 46' OF 18" CMP CULVERT
STATION 205+15
LOAD, HAUL, PLACE AND COMPACT
60 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 207+67
BEGIN DITCHING RESTORATION ON
RIGHT AND LEFT
STATION 212+28
END DITCHING RESTORATION ON
RIGHT AND LEFT
STATION 216+91
BEGIN DITCHING RESTORATION ON RIGHT
STATION 220+19
END DITCHING RESTORATION ON RIGHT
STATION 221+08
CULVERT REMOVAL (1)
INSTALL 41' OF 15" CMP CULVERT
STATION 223+01
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 169+66 THRU 382+92
RESHAPE ROAD TO A
CROWN OR OUT SLOPE
TO A WIDTH OF 22'. PROVIDE
LEAD OUTLET DITCHES AS
DIRECTED FOR DRAINAGE
STATION 222+97 THRU 227+52
LOAD, HAUL, AND PLACE FROM SIX MILE PIT
85 CY OF RIP RAP. LEFT SIDE DITCH
455' LONG x 5' WIDE x 1' THICK.
FURNISH AND INSTALL EARTHWORK
8 OZ. NON WOVEN GEOSYNTHETICS
(253 SY)
STATION 223+28 THRU 226+48
LOAD, HAUL, AND PLACE FROM SIX MILE PIT
60 CY OF RIP RAP. RIGHT SIDE DITCH
320' LONG x 5' WIDE x 1' THICK.
FURNISH AND INSTALL EARTHWORK
8 OZ. NON WOVEN GEOSYNTHETICS
(178 SY)
STATION 242+86
CULVERT REMOVAL (1)
INSTALL 38' OF 18" CMP CULVERT
STATION 256+62
LOAD, HAUL, PLACE AND COMPACT
150 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 283+26
CULVERT REMOVAL (1)
INSTALL 53' OF 18" CMP CULVERT
STATION 264+23
CULVERT REMOVAL (1)
INSTALL 41' OF 18" CMP CULVERT
STATION 249+99
CULVERT REMOVAL (1)
INSTALL 54' OF 18" CMP CULVERT
STATION 169+66
END OF PROJECT
FR2130-G
FR2130-F
FR2132
FR2130-D
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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
/24
/22
:5 8 M
AR
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
PLAN LAYOUT 4
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-09 009 011
Feet
0 200 400
STATION 382+92
END OF PROJECT
BID ALTERNATE
STATION 344+71
LOAD, HAUL, PLACE AND COMPACT
120 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 324+52
LOAD, HAUL, PLACE AND COMPACT
60 SY OF CRUSHED AGGREGATE
FOR TRANSITIONING AND SURFACING
SIDE ROAD APPROACH
STATION 299+61
CULVERT REMOVAL (1)
INSTALL 48' OF 18" CMP CULVERT
STATION 303+95
CULVERT REMOVAL (1)
INSTALL 46' OF 18" CMP CULVERT
STATION 305+98
CULVERT REMOVAL (1)
INSTALL 45' OF 24" CMP CULVERT
FR2130-C
FR2130-D
FR2130-B
OPTION 1
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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
/24
/22
:5 8 M
AR
KS
UR
PR
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W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
LOG TABLE
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-10 010 011
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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
/24
/22
:5 8 M
AR
KS
UR
PR
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.D
W G;
(R09)
EASTERN REGION
FR 2130 ROAD
RECONDITIONING
OTTAWA NATIONAL
FOREST
WATERSMEET RANGER DISTRICT
LOG TABLE
10/24/2022
M. SURPRENANT
M. SURPRENANT
B. HEWITT
C-11 011 011
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| Sheets and Views |
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| 2026-03-12T09:48:03-0500 | |
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