Attachment_2_-_Middle_Two_Calf_Road_Reconstruction_Drawings.pdf
PDF 7 MB Posted
- Attached to
- MIDDLE TWO CALF ROAD RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L3621R0002
About this file
This document provides details of a federal solicitation for road reconstruction services. The Bureau of Land Management (BLM) is seeking proposals to decommission and reconstruct two sections of Middle Two Calf Road near Winifred, Montana. Work includes demolition, site grading, stream crossing construction and repair, culvert installation, and revegetation. Alternates include stockpiling riprap and reseeding disturbed areas. Proposals are due on July 29, 2021 with award anticipated by August 19, 2021. The estimated price range is $250,000 to $500,000. The solicitation utilizes tradeoff procedures and contemplates a firm-fixed price contract under the total small business set-aside program. The North American Industry Classification System code is 237310 and small business size standard is $39.5 million.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L3621R0002_Amd_0002.pdf | ||
| 140L3621R0002_Amendment_2_(Issued)_0002.pdf | ||
| 140L3621R0002_Amendment_1_(Issued)_0001.pdf | ||
| Sol_140L3621R0002_Amd_0001.pdf | ||
| Attachment_10_-_DI-137_Release_of_Claims.pdf | ||
| 140L3621R0001_Solicitation_Package_(Issued).pdf | ||
| Attachment_9_-_SFA_Payment_Bond.pdf | ||
| Attachment_8_-_SF25_Performance_Bond.pdf | ||
| Attachment_6_-_Financial_Responsibility_Required_Documentation.pdf | ||
| Attachment_5_-_Past_Performance_Questionnaire.pdf | ||
| Attachment_4_-_Reference_List.pdf | ||
| Attachment_7_-_SF_24_Bid_Bond.pdf | ||
| Sol_140L3621R0002.pdf | ||
| Attachment_3_-_General_Decision_Number.pdf | ||
| Attachment_1_-_Middle_Two_Calf_Road_Technical_Specifications.pdf |
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Text version
NEAR WINIFRED, MONTANA
BUREAU OF LAND MANAGEMENT
T0.00 TITLE SHEET
INDEX OF DRAWINGS
LATEST REVISIONSHEET # SHEET TITLE RELEASE DATE
04/30/20
MIDDLE TWO CALF ROAD
RECONSTRUCTION
C0.10
UPPER ROAD PLAN AND PROFILE
EXISTING SITE SURVEY AND DEMO PLAN
ALBERTA
MONTANA
IDAHO
WYOMING
SITE VICINITY PLAN
KALISPELL
T0.01 GENERAL NOTES AND DRAWING INDEX
C3.01
UPPER ROAD PLAN AND PROFILEC3.02
UPPER ROAD PLAN AND PROFILEC3.03
C3.05 LOWER ROAD PLAN AND PROFILE
C3.06 LOWER ROAD PLAN AND PROFILE
C3.07 LOWER ROAD PLAN AND PROFILE
C3.08 LOWER ROAD PLAN AND PROFILE
SASKATCHEWAN
BILLINGS
BOZEMAN
LEWISTOWN
MIDDLE TWO CALF
LEGEND
X X X
EXISTING DIRT ROAD
TRAFFIC SIGN
TREE LINE
DECIDUOUS TREE
2935.00
2932.75(e)
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING SPOT GRADE
DESIGN SPOT GRADE
DESIGN CONTOUR
EVERGREEN TREE
NEW DIRT ROAD
FENCE
C1.10 SITE PLAN
04/30/20 04/30/20 04/30/20
04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20
WINIFRED
MISSOULA
STORM CULVERT
C3.00 ROAD ALIGNMENT LAYOUT 04/30/20
C2.00 GENERAL NOTES AND DETAILS 04/30/20
C2.01 GENERAL NOTES AND DETAILS 04/30/20
C2.02 GENERAL NOTES AND DETAILS 04/30/20
REHABILITATED EXISTING ROAD
LOWER ROAD PLAN AND PROFILEC3.04
C4.00 ROAD CROSS-SECTIONS
C4.01 ROAD CROSS-SECTIONS
C4.02 ROAD CROSS-SECTIONS
C4.03 ROAD CROSS-SECTIONS
C4.04 ROAD CROSS-SECTIONS
C4.05 ROAD CROSS-SECTIONS
C4.06 ROAD CROSS-SECTIONS
C4.07 ROAD CROSS-SECTIONS
C1.30 UPPER ROAD EARTHWORK ESTIMATE 04/30/20
C1.31 LOWER ROAD EARTHWORK ESTIMATE 04/30/20
04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20 04/30/20
RORY ALA
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BUREAU OF LAND MANAGEMENT
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SITE LOCATION MAPS GENERAL NOTES AND CONDITIONS
1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES, ORDINANCES AND
AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED CONSTRUCTION PERMITS. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.
2. ALL MATERIAL SPECIFIED IS TO BE NEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN
ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS,
WITHOUT CONTRACTING OFFICER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY
RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE.
3. CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO
COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE
REPORTED TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK.
4. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, EQUIPMENT, UTILITIES, ETC. FROM
DAMAGE DURING THE COURSE OF CONSTRUCTION.
5. ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF AND ADJACENT TO THE WORK SHALL
BE REPAIRED AND FINISHED TO EQUAL OR BETTER THAN ORIGINAL CONDITION.
6. ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A
WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY
PARTICIPATE IN THE WORK OF THAT TRADE.
7. THE CONTRACTING OFFICER SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE
DRAWINGS AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT.
8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES AND PROCEDURES.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY AND TRAFFIC CONTROL DURING
CONSTRUCTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS INCLUDING, BUT NOT
LIMITED TO, SWPPP. A SWPPP DOCUMENT HAS BEEN PROVIDED IN THE SPECIAL PROVISIONS.
11. ADDITIONAL AREAS OF CONSTRUCTION AND REPAIR OUTSIDE OF PREVIOUS SURVEY BOUNDARIES
WILL BE SURVEYED FOR THE PRESENCE OR ABSENCE OF CULTURAL RESOURCES PRIOR TO
CONSTRUCTION.
12. AREAS WITHIN THE CONFINES OF CULTURAL RESOURCE SITE #24FR0258 WILL BE MONITORED DURING CONSTRUCTION, WITH SPECIAL ATTENTION PAID TO EXCAVATION UNITS AND BACKFILL. IF
SIGNIFICANT DISCOVERIES ARE MADE DURING CONSTRUCTION, WORK WILL CEASE, AND AN
ASSESSMENT WILL BE MADE AT THAT TIME.
13. AVOID PERENNIAL POOLS FOR STREAM CROSSING LOCATIONS, ESPECIALLY WITH EMERGENT
VEGETATION.
14. SALVAGE OF FISH PRIOR TO CONSTRUCTION, WHERE APPLICABLE, FOR ALL WORK WITHIN AN
WATERED POOLS. FISH WILL NEED TO BE RELOCATED TO A SUITABLE DOWNSTREAM POOL.
15. AVOID CONSTRUCTION ACTIVITIES IN STREAM CHANNEL UNTIL TOADS AND AMPHIBIANS,
SPECIFICALLY THE TWO BLM SPECIAL STATUS SPECIES (SSS), ARE NO LONGER DEPENDENT ON POOLS OF WATER OR THE STREAM CHANNEL. CONSTRUCTION IN THE STREAM CHANNELS COULD OCCUR IN
AUGUST, SEPTEMBER, AND OCTOBER. EQUIPMENT MAY CROSS DRY SECTIONS OF THE STREAM
CHANNEL IN JULY IF STANDING WATER IS NOT PRESENT.
16. AVOID ANY CONSTRUCTION ACTIVITIES OR MOVEMENT OF EQUIPMENT BETWEEN DECEMBER 1ST AND MARCH 31ST, TO PROTECT HIBERNATING AMPHIBIANS, SPECIFICALLY THE BLM SSS: GREAT
PLAINS TOAD AND THE PLAINS SPADEFOOT TOAD.
17. ALL VEHICLES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED BEFORE ENTERING THE PROJECT SITE. EQUIPMENT AND VEHICLES SHOULD ALSO BE CLEANED BEFORE BEING TAKEN TO OTHER FIELD
SITES TO PREVENT INVASIVE PLANT DISPERSAL.
18. ORGANIC EROSION MITIGATION DEVICES SUCH AS STRAW WADDLES, BAILS ,ETC. SHALL COME FROM
CERTIFIED WEED FREE SOURCES.
19. OFFSITE TOPSOIL, FILL MATERIAL, RIPRAP, AND GRAVEL SHALL COME FROM WEED FREE SOURCES.
20. CONSTRUCTION AND MAINTENANCE ACTIVITIES SHALL NOT BE PERFORMED DURING PERIODS
WHEN THE SOIL IS TOO WET TO ADEQUATELY SUPPORT EQUIPMENT/VEHICLES. IF
EQUIPMENT/VEHICLES CREATE RUTS IN EXCESS OF THREE (3) INCHES DEEP, OPERATIONS MUST CEASE AS THE SOIL WILL BE DEEMED TOO WET TO ADEQUATELY SUPPORT EQUIPMENT/VEHICLES.
21. SUITABLE TOPSOIL SHALL BE SALVAGED AND CONSERVED DURING EXCAVATION AND REUSED AS
COVER ON DISTURBED AREAS TO FACILITATE RE-GROWTH OF VEGETATION AND RECLAMATION.
TOPSOIL SHALL BE STRIPPED AND STOCKPILED SEPARATELY FROM SUBSOIL. IN NO INSTANCE WILL SUBSOIL BE ALLOWED TO BE MIXED OR PLACED OVER TOPSOIL. THE ORDER OF SOIL REPLACEMENT SHALL BE THE REVERSE OF REMOVAL, E.G. FIRST OFF, LAST ON. CUT AND FILL SLOPES AND DITCHES SHALL BE COVERED WITH TOPSOIL, STABILIZED WITH BMP'S AND RE-VEGETATED TO REDUCE SOIL
EROSION AND RETURN SOIL PRODUCTIVITY.
HIGHWAY 191
KNOX RIDGE ROAD (209)
D-Y TRAIL - MIDDLE TWO CALF
WINIFRED
HIGHWAY 191
KNOX RIDGE ROAD (209)
MIDDLE TWO CALF AREA *
*THE MIDDLE TWO CALF TURNOFF IS APPROXIMATELY 30 MILES EAST FROM WINIFRED, MONTANA
AND 8 MILES WEST OF HIGHWAY 191
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_T0.00.dwg LAST SAVED: 4/30/2020 11:12 AM
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EXISTING FENCE
EXISTING CATTLE GUARD
EXISTING LOW
WATER CROSSING
EXISTING 18" CULVERT
EXISTING 18"
CULVERT
NEW ROUTE CENTERLINE
SHOWN FOR REFERENCE
NEW ROUTE CENTERLINE
SHOWN FOR REFERENCE
STAGING AREA
STAGING AREA
STAGING AREA
STAGING AREA
STAGING AREA
DEMO NOTES:
1. REMOVE EXISTING 18" CULVERT. REUSE IF IN WORKING
CONDITION.
2. SCARIFY EXISTING ROAD.
3. REPLACE OR REINSTALL EXISTING CULVERT IF IF WORKING
CONDITION.
GENERAL NOTE:
CONTRACTOR MAY ADJUST STAGING AREA GEOMETRY AS NEEDED
WITH APPROVAL OF CONTRACTING OFFICER.
BASIS OF SURVEY
THIS PROJECT WAS SURVEYED ON THE MONTANA STATE PLANE ZONE
2500 COORDINATE SYSTEMAND BROUGHT TO GROUND AT SURVEY
CONTROL POINT CP-1. THE GEODETIC DATUM IS NAD83 (CONUS).
BASIS OF BEARINGS IS GRID BEARING.
THE PROJECT DATUM IS BASED ON AN RTK GPS OBSERVATION AT CP-1.
THE VERTICAL DATUM IS NAVD88 (GEOID12B).
ALL UNITS ARE INTERNATIONAL FEET.
PROJECT HORIZONTAL CONTROL WAS ESTABLISHED BY OPUS POSITION
AT POINT CP-1.
ALL DISTANCES ARE GROUND DISTANCES.
POINT CP-1 OPUS POSITION:
STATE PLANE COORDINATES:
N: 1236777.474' E: 2123971.391'
ELEV.: 2432.188'
COMBINED SCALE FACTOR: 0.99933896
CONVERGENCE: 0.46156389°
WGS COORDINATES:
LAT: 47° 38' 26.2691524" N
LON: 108° 52' 08.47625" W
POINT COORDINATE TABLE
POINT
NORTHING
1236777.47
1236678.57
1236872.19
1237353.81
1237480.15
EASTING
2123971.39
2123123.93
2124796.70
2125599.59
2126429.27
ELEVATION
2432.19
2440.46
2425.58
2421.88
2407.02
DESCRIPTION
1/2 JEA CP
1/2 Rebar
1/2 JEA CP
1/2 JEA CP
1/2 Rebar
KNOX RIDGE ROAD (209)
MIDDLE TWO CALF ROAD
STAGING AREA
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1 1" = 250'
EXISTING SITE SURVEY AND DEMO PLAN
-125 125 250
SCALE: 1" =
250'
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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UNITED STATES DEPARTMENT OF THE INTERIOR
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C0.10.dwg LAST SAVED: 4/30/2020 8:29 AM
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C2.00
C2.00
DISTURBANCE LIMITS
SHOWN FOR REFERENCE.
TOTAL AREA= 66,995 S.F.
DISTURBANCE LIMITS
SHOWN FOR REFERENCE.
TOTAL AREA= 955 S.F.
DISTURBANCE LIMITS
SHOWN FOR REFERENCE.
TOTAL AREA= 55,170 S.F.
APPROXIMATE AREA OF
DECOMMISSIONED ROAD BED
SHOWN FOR REFERENCE.
TOTAL AREA= 26,416 S.F.
APPROXIMATE AREA OF
DECOMMISSIONED ROAD BED
SHOWN FOR REFERENCE.
TOTAL AREA= 18,050 S.F.
B
B
A
KEYNOTES:
1. ADD RIP RAP TO EXISTING CROSSING PER DTL. 3/C2.00.
2. NEW WATER CROSSING PER 3/C2.00.
3. NEW 12" x 12" ENGINEER GRADE REFLECTIVE ALUMINUM
'LOW WATER CROSSING' SIGN (K2-4514) PER DTL. 2/C2.00.
4. NEW 18" CULVERT PER DTL. 1/C2.01.
5. WASTE EXCESS SUBGRADE SOILS IN AREAS AS STAKED FOR
IMPROVED DRAINAGE, AND SPREAD 3" TO 6" OF TOPSOIL ON
NEW DISTURBANCE.
6. REPLACE OR REINSTALL ~30 LF OF EXIST. CULVERT PER DTL.
1/C2.01.
ALTERNATES:
A. STOCKPILE 250 TONS OF CLASS 4 RIP-RAP NEAR EXISTING LOW
WATER CROSSING
B. RESEED DECOMMISSIONED ROAD BEDS AND ALL DISTURBED
AREAS OUTSIDE OF NEW ROADWAY WIDTH WITH CERTIFIED
WEED FREE-SEED MIX.
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1 1" = 250'
SITE PLAN
-125 125 250
SCALE: 1" =
250'
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WASTE EXCESS SUBGRADE SOILS
IN AREAS AS STAKED FOR IMPROVED
DRAINAGE, AND SPREAD 3" TO 6"
OF TOPSOIL ON NEW DISTURBANCE.
Elevations Table Number
Minimum Elevation
-14.000
-10.000
-6.000
-2.000
2.000
6.000
10.000
14.000
18.000
Maximum Elevation
-10.000
-6.000
-2.000
2.000
6.000
10.000
14.000
18.000
22.000
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1 1" = 80'
UPPER ROAD EARTHWORK ESTIMATE
-40 40 80
SCALE: 1" =
80'
VOLUME SUMMARY
SURFACE NAME CUT (CY) FILL (CY) NET (CY) DESCRIPTION
UPPER_EG TO FG 3,887 2,828 1,059 (CUT) COMPARES EXISTING CONTOURS TO FINISHED
GRADE CONTOUR LINES FOR UPPER ROAD
UPPER STRIP TO FG 3,333 3,290 44 (CUT)
COMPARES STRIPPED CONTOURS TO
FINISHED GRADE CONTOUR LINES FOR UPPER
ROAD. STRIPPED CONTOURS ARE ASSUMED
TO BE 6" BELOW EXISTING CONTOURS TO
ACCOUNT FOR TOPSOIL REMOVAL.
UPPER STRIP 1,022 NA NA
PROVIDES A CUT ESTIMATE OF STRIPPED
TOPSOIL TO ASSUMED 6" DEPTH WITHIN
UPPER ROAD DISTURBANCE LIMITS
VOLUME SUMMARY PROVIDED IS BASED ON EXISTING AND STRIPPED CONTOURS AS COMPARED TO FINISHED GRADE DESIGN CONTOURS. NO ALLOWANCES WERE MADE FOR BULKING FACTORS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND SHALL NOT HOLD THE OWNER OR CONTRACTING OFFICER RESPONSIBLE FOR DIFFERING QUANTITIES.
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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DESIGNED BY:
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REVISION
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Elevations Table Number
Minimum Elevation
-14.000
-10.000
-6.000
-2.000
2.000
6.000
10.000
14.000
18.000
Maximum Elevation
-10.000
-6.000
-2.000
2.000
6.000
10.000
14.000
18.000
22.000
Color
WASTE EXCESS SUBGRADE SOILS
IN AREAS AS STAKED FOR IMPROVED
DRAINAGE, AND SPREAD 3" TO 6"
OF TOPSOIL ON NEW DISTURBANCE.
-60 60 120
SCALE: 1" =
120'
VOLUME SUMMARY
SURFACE NAME CUT (CY) FILL (CY) NET (CY) DESCRIPTION
LOWER_EG TO FG 3,829 1,716 2,113 (CUT) COMPARES EXISTING CONTOURS TO FINISHED
GRADE CONTOUR LINES FOR LOWER ROAD
LOWER STRIP TO FG 3,159 2,262 897 (CUT)
COMPARES STRIPPED CONTOURS TO
FINISHED GRADE CONTOUR LINES FOR LOWER
ROAD. STRIPPED CONTOURS ARE ASSUMED
TO BE 6" BELOW EXISTING CONTOURS TO
ACCOUNT FOR TOPSOIL REMOVAL.
LOWER STRIP 1,021 NA NA
PROVIDES A CUT ESTIMATE OF STRIPPED
TOPSOIL TO ASSUMED 6" DEPTH WITHIN
LOWER ROAD DISTURBANCE LIMITS
VOLUME SUMMARY PROVIDED IS BASED ON EXISTING AND STRIPPED CONTOURS AS COMPARED TO FINISHED GRADE DESIGN CONTOURS. NO ALLOWANCES WERE MADE FOR BULKING FACTORS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND SHALL NOT HOLD THE OWNER OR CONTRACTING OFFICER RESPONSIBLE FOR DIFFERING QUANTITIES.
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1 1" = 120'
LOWER ROAD EARTHWORK ESTIMATE
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1 TYPICAL ROAD SECTION
3" = 1'-0"
7'-0"
14'-0" DRIVE WIDTH
CL
3%3%
NOTES:
1. CUT SLOPES TO VARY BASED ON CATCHING NATIVE SLOPES WITHIN ROW. TARGET 3:1,
OR AS STAKED.
2. ROAD SUBGRADE AND SURFACE SHALL BE NATIVE SOIL STRIPPED OF TOPSOIL,
ORGANICS, AND OTHER DELETERIOUS MATERIALS.
3. SPREAD 3-6" OF TOPSOIL ON CUT AND FILL SLOPES AS WELL AS ANY DISTURBED AREAS
OUTSIDE OF DRIVE WIDTH
3:1
3:1
3:1
3' MIN
3:1
3:1
3:1
TYPICAL SECTION
PER DTL. 1/C2.00
FL
OW
SLOPE SLOPE
3.
5'
AA
PLAN VIEW
SECTION VIEW A-A
TOP OF NATURAL CHANNEL
TOP OF NATURAL CHANNEL
COMPACTED SUBGRADE
CLASS 4 RIP RAP PLACED ALONG
STREAM BANK AND CUT SLOPES
PER PLAN OR AS STAKED. SEE RIP
RAP PLACEMENT DETAIL.
EXISTING BANK/GROUND
ROAD SURFACED
LOW WATER CROSSING3 NTS
6" CRUSHED BASE COURSE
6" CONCRETE SLAB. GRADE PER PLAN.
GEOTEXTILE SEPARATION FABRIC
EXTEND DITCHES TO
NATURAL STREAM
BOTTOM
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NOTES
1. CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM
AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI,
6% +/- 1.5% AIR ENTRAINEMENT, AND MAXIMUM
SLUMP OF 4"
2. CONTRACTOR TO PROVIDE MEANS FOR FISH PASSAGE
DURING CONSTRUCTION.
3. FIELD ADJUST CONCRETE CROSSING TO BE FLUSH WITH
NATURAL STREAM BOTTOM.
4. GEOTEXTILE SEPARATION FABRIC TO BE PLACED UNDER
RIP AND CRUSHED BASED COURSE. USE MIRAFI 1100N
OR AN APPROVED EQUAL. INSTALL PER
MANUFACTURE'S RECOMMENDATIONS.
5. EMBED RIP-RAP A TO A MINIMUM DEPTH OF 2.5' (30")
UNLESS OTHERWISE NOTED.
STREAM BOTTOM
B B
FLOW
2.
5'
14' 20'3.5'
NATURAL STREAM
BOTTOM
GEOTEXTILE SEPARATION
FABRIC
UPSTREAM KEYWAY
CLASS 4 RIP-RAP. PLACE
SO FLUSH WITH NATURAL
STREAM BOTTOM IN
STREAM BOTTOM
EXTEND KEYWAY ENTIRE
SLAB LENGTH
GEOTEXTILE
SEPARATION FABRIC
DOWNSTREAM KEYWAY
CLASS 4 RIP-RAP. PLACE
SO FLUSH WITH
NATURAL STREAM
BOTTOM. EXTEND
LENGTH OF STREAM
BOTTOM
3:
M
AX
NATURAL STREAM
BOTTOM
3:1 M
AX
EXTEND DITCHES TO
NATURAL STREAM
BOTTOM
CATCH SLOPE WITH
EXISTING GROUND
TYPICAL SECTION
PER DTL. 1/C2.00
CATCH SLOPE WITH
EXISTING GROUND
CLASS 4 RIP RAP
PLACED PER PLAN OR
AS STAKED
CLASS 4 RIP RAP
PLACED PER PLAN OR
AS STAKED
# 4 REBAR SPACED 18"
O.C. AT ONE-THIRD OF
SLAB DEPTH
8"CONCRETE CUTOFF WALL
TO EXTEND ENTIRE SLAB
LENGTH
# 4 REBAR SPACED 18"
O.C. AT ONE-THIRD OF
SLAB DEPTH BOTH WAYS
SLAB AND
BASE COURSE PER
SECTION A-A
SECTION VIEW B-B
2.5'
0.
5'
3.0'
2.
5'1.
0'
GEOTEXTILE SEPARATION
FABRIC
CLASS 4 RIP-RAP. GRADE PER
PLAN OR AS STAKED. MATCH
EXISTING GRADES WHEN
PLACED IN NATURAL
CHANNEL.
EDGE OF ROAD
RIP-RAP PLACEMENT DETAIL
3.
5'
OBJECT MARKER
SIGN PER DTL.
2/C2.00
1.0'
UPSTREAM KEYWAY
TO EXTEND ENTIRE
SLAB LENGTH.
DOWNSTREAM KEYWAY
TO EXTEND LENGTH OF
NATURAL STREAM
BOTTOM.
5' -0
" M
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SIGN SPECIFICATIONS
1. ALL SIGN BLANKS SHALL BE .080 GAUGE FLAT
ALUMINUM STOCK.
2. SIGNS SHALL BE ATTACHED TO THE SIGN POST
WITH A U-BOLT STYLE SIGN MOUNTING CLAMP.
3. SIGNS SHALL CONFORM TO MUTCD.
3' -6
TYPICAL SIGN DETAIL2 NTS
6'-0"
'LOW WATER CROSSING'
SIGN (K2-4514)
4" GALVANIZED STEEL
POST OR SQUARE TUBE,
SIGN POST SHALL BE
INSTALLED PLUMB OBJECT MARKER SIGN (OM-3R)
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0'-6"
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OR SQUARE TUBE, SIGN POST
SHALL BE INSTALLED PLUMB
COMPACTED
CRUSHED BASE
COURSE AROUND
SIGN POST
1' -0
DRIVE POST INTO
NATURAL SUBGRADE
1' -0
" COMPACTED
CRUSHED BASE
COURSE AROUND
SIGN POST
DRIVE POST INTO
NATURAL SUBGRADE
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1 STORM CULVERT
N.T.S.
18" CMP CULVERT
3:1MIN
SEED AND MULCH
1' M
IN
FLOW
A
A
TYPICAL ROAD CROSS-SECTION
WITH CULVERT
CROSS SECTION A-A
ROAD SURFACE
ROAD SURFACE
NOTES:
1. FIELD ADJUST EXISTING GRADES AS
REQUIRED TO ALLOW CULVERT TO
DAYLIGHT.
1' M
IN
18" CULVERT
PROVIDE CLASS 1
RIP-RAP APRON
PER DTL. 2/C2.01
PROVIDE 6" OF
TYPE 1 PIPE
BEDDING
PROVIDE CLASS 1
RIP-RAP APRON
PER DTL. 2/C2.01
NOTES:
1. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE
AREA EXCAVATED FOR THE RIPRAP AND GRANULAR FILTER MATERIALS.
SECTION B-B
RIPRAP AT OUTLETS2 NTS
SECTION A-A
A A
B
B
1 TABLE OF QUANTITIES FOR RIPRAP AT OUTLETS
DIA.
(IN)
W
(FT)
L
(FT)
GEO.
FABRIC
(SY)
GRANULAR
FILTER
(CY)
18" DEPTH
RIPRAP (CY)
12 6 8 19.6 .3 4.4 15 6.5 8 20.8 .3 4.8 18 7 10 25.6 .4 6.4 21 7.5 10 27.4 .6 7.1 24 8 12 33.4 .8 9.2 27 8.5 12 35.2 .9 9.9 30 9 14 41.6 1.1 12.3 36 10 16 50.5 1.6 15.8 42 10.5 18 57.8 1.7 18.7 48 11 20 66.5 2.2 22.2L
W
1'
2'
2'
1'
RIPRAP
GRANULAR CUSHION
GEOTEXTILE FILTER FABRIC
GRANULAR CUSHION
GEOTEXTILE FILTER FABRIC
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NOTE:
1. SILT FENCE SHALL BE USED AS A TEMPORARY SEDIMENT CONTROL, FENCES SHALL BE INSTALLED WITH THE CONTOUR OF SLOPE.
2. WOOD POSTS SHALL BE HARDWOOD WITH AND MINIMUM CROSS SECTION AREA OF THREE INCHES.
3. TEMPORARY SILT FENCE SHALL BE REMOVED UPON SITE STABILIZATION WITH 70% ESTABLISHED VEGETATIVE COVER.
GEOTEXTILE FABRIC REQUIREMENTS:
· TENSILE GRAB STRENGTH = 90 LBS (ASTM D1682)
· ELONGATION MINIMUM = 50% (ASTM D1682)
· MULLEN BURST STRENGTH MINIMUM = 190 LBS (ASTM D3786)
· PUNCTURE STRENGTH MINIMUM = 40 LBS (ASTM D751)
· EQUIVALENT OPENING SIZE MAXIMUM = 40-80 US STANDARD SIEVE SIZES
· ULTRAVIOLET RADIATION STABILITY = 90 (ASTM G26)
" M
IN
" M
IN
8" M
IN
EMBED FILTER
FABRIC INTO GROUND
FLOW
36" MIN WOOD,
OR STEEL POST
GEOTEXTILE FABRIC
10' MAX
" M
IN
GEOTEXTILE FABRIC
EMBED FILTER
FABRIC INTO GROUND
1 NTS
SILT FENCE STORMWATER BMP
EROSION AND SEDIMENT CONTROL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS ASSOCIATED WITH THIS PROJECT AND IMPLEMENT AND MAINTAIN
THE EROSION AND SEDIMENT CONTROL PLAN AND PERMITS REQUIREMENTS UNTIL SUCH TIME AS THE PERMITS ARE TERMINATED.
2. THE CONTRACTOR SHALL MAINTAIN OR CHANGE THE EROSION AND SEDIMENT CONTROL PLAN AS THE PROJECT PROGRESSES TO ENSURE
PERMIT COMPLIANCE.
3. ALL STOCKPILED MATERIAL SHALL BE DESIGNATED ON THE EROSION AND SEDIMENT CONTROL PLAN.
4. TEMPORARY BMPS ON THE EROSION PLAN SHALL BE INSTALLED PRIOR TO ANY EXCAVATION.
5. INLET PROTECTION BMPS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
INLET PROTECTION BMPS SHALL BE APPROVED BY BLM PRIOR TO INSTALLATION.
2 NTS
EROSION AND SEDIMENT CONTROL NOTES
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L1
C
L2
C
L3
C
L4
L5
C4
L6
C5
L7
C6 L8
C7
0+00
1+00
2+00
3+00 4+00
5+00 6+00
7+00 8+00
9+00
10+00
11+00
12+00 12+60
BP: 0+00.00
EP: 12+60.00
PC: 0+10.00
PC: 3+06.07
PC: 8+81.80
PT: 1+30.33
PT: 4+78.68
PT: 12+28.46
Mid: 0+70.16
Mid: 3+92.37
Mid: 10+55.13
18+00 19+00 20
+0
+0
+0
+0
+0
+0
+0
+0
+0
29+00 30+00
31+00
32+00
33+00
34+00
35+00
36+00
+0
+3
BP: 18+00.00
EP: 37+35.00
PC: 18+32.60
PC: 25+97.41
PC: 34+12.67
PC: 36+29.84
PT: 20+45.49
PT: 32+00.32
PT: 36+18.22
PT: 37+29.92
Mid: 19+39.05
Mid: 28+98.86
Mid: 35+15.45
Mid: 36+79.88
LOWER ROAD ALIGNMENT
UPPER ROAD ALIGNMENT
RD-UPPER
Number
C1
C2
C3
L1
L2
L3
L4
Radius
200.00
200.00
200.00
Length
120.33
172.60
346.66
10.00
175.75
403.12
31.54
Line/Chord Direction
N09° 03' 07.06"W
N16° 32' 23.04"W
N08° 23' 33.42"E
N26° 17' 15.26"W
N08° 11' 01.15"E
N41° 15' 47.22"W
N58° 02' 54.07"E
Start Point
(2123581.13,1235620.24)
(2123587.50,1235911.25)
(2123274.00,1236374.64)
(2123585.55,1235611.28)
(2123562.48,1235737.29)
(2123539.87,1236071.62)
(2123318.50,1236676.25)
End Point
(2123562.48,1235737.29)
(2123539.87,1236071.62)
(2123318.50,1236676.25)
(2123581.13,1235620.24)
(2123587.50,1235911.25)
(2123274.00,1236374.64)
(2123345.26,1236692.94)
RD_LOWER
Number
C4
C5
C6
C7
L5
L6
L7
L8
Radius
220.00
500.00
500.00
220.00
Length
212.89
602.91
205.55
100.08
32.60
551.92
212.35
11.62
Line/Chord Direction
N75° 37' 02.11"E
N68° 47' 40.98"E
N46° 01' 41.05"E
N70° 50' 15.99"E
N47° 53' 44.63"E
S76° 39' 40.41"E
N34° 15' 02.37"E
N57° 48' 19.72"E
Start Point
(2124805.68,1236963.32)
(2125540.97,1236886.83)
(2126189.13,1237267.46)
(2126345.85,1237415.36)
(2124781.49,1236941.46)
(2125003.94,1237014.16)
(2126069.61,1237091.93)
(2126336.02,1237409.17)
End Point
(2125003.94,1237014.16)
(2126069.61,1237091.93)
(2126336.02,1237409.17)
(2126439.58,1237447.93)
(2124805.68,1236963.32)
(2125540.97,1236886.83)
(2126189.13,1237267.46)
(2126345.85,1237415.36)
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1 1" = 250'
ROAD ALIGNMENT LAYOUT
-125 125 250
SCALE: 1" =
250'
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0+00
1+ 00 2+
3+
4+00
5+00
BP: 0+00.00
PC: 0+10.00
M id
: 0 +7
0.
PT
: 1
+3 0.
PC
: 3
+0 6.
M id: 3+92.37
PT: 4+78.68
MATCHLINE STA: 4+50
CU
LV
ER
T
L =9
1.
S =9
.0 3%
18" IE OUT: 2519.00
IE IN: 2527.29'
2515.0
2520.0
2525.0
2530.0
2535.0
2540.0
2545.0
2550.0
2515.00
2520.00
2525.00
2530.00
2535.00
2540.00
2545.00
2550.00
0+00
.1
.6
.7
.8
0+50
.9
.4
.9
.6
1+00
.2
.5
.9
.0
1+50
.0
.1
.7
.8
2+00
.7
.1
.5
.6
2+50
.7
.8
.9
.6
3+00
.7
.3
.5
.0
3+50
.7
.6
.5
.3
4+00
.2
.0
.9
.6
4+50
-15.00%
1.99%
-5.31%
MATCH EXIST. ROAD GRADE
PVI STA = 0+09.00
ELEV = 2549.03
PVI STA: 2+73.03
PVI ELEV: 2533.09
K: 3.00
LVC: 21.90
BV
CS
: 2 +6
2.
BV
CE
: 2
2.
EV
CS
: 2 +8
3.
EV
CE
: 2
2.
HIGH PT. STA: 2+68.04
HIGH PT ELEV: 2532.94
PVI STA: 1+33.67
PVI ELEV: 2530.33
K: 10.00
LVC: 169.86
BV
CS
: 0 +4
8.
BV
CE
: 2
3.
EV
CS
: 2 +1
8.
EV
CE
: 2
2.
LOW PT. STA: 1+98.74
LOW PT ELEV: 2531.81
18" STORM
DESIGNEXISTING
DESIGN GRADE
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SCALE: 1" =
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AutoCAD SHX Text
DATE:
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DATE:
5+
6+
7+
8+
9+
+0
PT
: 4
+7 8.
PC
: 8
+8 1.
Mid: 10+55.13
00 24
M
ATCHLINE STA: 4+50
M
ATCHLINE STA: 7+00
M
ATCHLINE STA: 9+50
24552460
2505 2485
24802485 24902495250025052510
2495.0
2500.0
2505.0
2510.0
2515.0
2520.0
2525.0
2530.0
2535.0
2540.0
2495.00
2500.00
2505.00
2510.00
2515.00
2520.00
2525.00
2530.00
2535.00
2540.00
.9
.6
4+50
.7
.3
.5
.0
5+00
.1
.7
.9
.3
5+50
.6
.0
.8
.1
6+00
.1
.6
.6
.8
6+50
.7
.1
.1
.3
7+00
-5.31%
-15.00%
PVI STA: 5+96.34
PVI ELEV: 2515.92
K: 3.00
LVC: 29.06
BV
CS
: 5 +8
1.
BV
CE
: 2
6.
EV
CS
: 6 +1
0.
EV
CE
: 2
3.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
2465.0
2470.0
2475.0
2480.0
2485.0
2490.0
2495.0
2500.0
2505.0
2510.0
2465.00
2470.00
2475.00
2480.00
2485.00
2490.00
2495.00
2500.00
2505.00
2510.00
.1
.3
7+00
.8
.6
.0
.8
7+50
.7
.1
.1
.3
8+00
.4
.6
.3
.8
8+50
.5
.1
.3
.3
9+00
.8
.6
.1
.8
9+50
-15.00%
DESIGNEXISTING
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SCALE: 1" =
40'
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AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
+0
+0
12+00
12+60
M id
: 1 0+
.1
PT: 12+28.46
EP: 12+60.00
M
ATCHLINE STA: 9+50
244024
24502455
2460 2440
2420.0
2425.0
2430.0
2435.0
2440.0
2445.0
2450.0
2455.0
2460.0
2465.0
2470.0
2420.00
2425.00
2430.00
2435.00
2440.00
2445.00
2450.00
2455.00
2460.00
2465.00
2470.00
.1
.8
9+50
.1
.1
.9
.3
10+00
.4
.6
.8
.8
10+50
.9
.1
.0
.3
11+00
.4
.6
.8
.5
11+50
.5
.9
.7
.0
12+00
.5
.4
.1
12+50 13+00
-6.39%
-15.00%
MATCH EXIST. ROAD GRADE
PVI STA = 12+46.15
ELEV = 2426.08
PVI STA: 11+57.42
PVI ELEV: 2431.75
K: 10.00
LVC: 86.09
BV
CS
: 1 1+
.3
BV
CE
: 2
8.
EV
CS
: 1 2+
.4
EV
CE
: 2
9.
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-20 20 40
SCALE: 1" =
40'
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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DATE:
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DATE:
2395.0
2400.0
2405.0
2410.0
2415.0
2420.0
2425.0
2430.0
2395.00
2400.00
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
.1
.0
14+00
.8
.1
.0
.2
14+50
.5
.3
.3
.9
15+00
.5
.4
.9
.8
15+50
.5
.3
.9
.4
16+00
.2
.0
.4
.3
16+50 16+75
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
EXIST. CONC. SLAB HEAVILY
SILTED OVER AT TIME OF
FIELD SURVEY. FIELD VERIFY
AND ADJUST GRADES TO
MATCH EXIST. CONCRETE
SLAB IF REQ'D.
9.88%
-3.53%
-14.00% 14.00%
5.43%
PV
I S
TA
4+
.0
EL
EV
0.
PV
I S
TA
5+
.2
EL
EV
8.
PV
I S
TA
6+
.7
EL
EV
0.
PVI STA: 14+65.47
PVI ELEV: 2407.74
K: 3.00
LVC: 31.40
BV
CS
: 1 4+
.7
BV
CE
: 2
8.
EV
CS
: 1 4+
.1
EV
CE
: 2
5.
PVI STA: 15+97.96
PVI ELEV: 2407.55
K: 3.00
LVC: 25.70
BV
CS
: 1 5+
.1
BV
CE
: 2
5.
EV
CS
: 1 6+
.8
EV
CE
: 2
8.
MATCH EXIST. CONC SLAB
STA: 15+16.86
MATCH EXIST. CONC SLAB
STA: 15+50.80
14+00
+0
+0
16+90
BP: 14+00.00
PC: 14+27.41
M id
: 1 4+
.9
PT
: 1
4+
.5
PI
: 1
5+
.8
PI
: 1
5+
.8
PC
: 1
5+
.9
Mid: 16+35.54
EP: 16+90.11
.0
0'
3.
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 450 SF
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 1,291 SF
LOW WATER CROSSING SIGN
STA:14+64.34
OFF:13.12'R
LOW WATER CROSSING SIGN
STA:15+92.18
OFF:11.59'L
M
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-20 20 40
SCALE: 1" =
40'
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DATE:
18+00
19+00
+0
+0
+0
+0
+0
BP: 18+00.00
PC: 18+32.60
PT
: 2
0+
.4
M id: 19+39.05
M
AT
CH
LI
NE
S
TA
: 2
2+
15 24
239524002405
.0
0' 3.
LOW WATER CROSSING SIGN
STA:23+62.95
OFF:13.00'R
2400.0
2405.0
2410.0
2415.0
2420.0
2425.0
2430.0
2435.0
2440.0
2445.0
2400.00
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
2435.00
2440.00
2445.00
18+00
.5
.0
18+50
.1
.4
.8
.8
19+00
.7
.2
.6
.7
19+50
.3
.1
.0
.5
20+00
.7
.9
.6
.3
20+50
.2
.7
.7
.1
21+00
.9
.5
.3
.9
21+50
.6
.3
.0
.7
22+00
.6
.9
.2
.6
22+50
-2.38%
MATCH EXIST. ROAD GRADE
PVI STA = 18+32.60
ELEV = 2423.49
PVI STA: 22+64.22
PVI ELEV: 2413.22
K: 10.00
LVC: 116.22
BV
CS
: 2 2+
.1
BV
CE
: 2
4.
EVCS: 23+22.33EVCE: 2405.09
DESIGNEXISTING
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-20 20 40
SCALE: 1" =
40'
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DATE:
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DATE:
2390.0
2395.0
2400.0
2405.0
2410.0
2415.0
2420.0
2425.0
2430.0
2435.0
2390.00
2395.00
2400.00
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
2435.00
.2
.6
22+50
.0
.5
.9
.9
23+00
.5
.7
.6
.2
23+50
.5
.7
.3
.2
24+00
.2
.6
.8
.1
24+50
.5
.6
.7
.1
25+00
.0
.6
.9
.7
25+50
.0
.2
.0
.1
26+00
.0
.3
.1
.0
26+50
.9
.7
.4
.3
27+00
.5
.9
.8
.6
27+50
.8
.2
.2
.8
28+00
-14.00%
0.00%
14.00%
2.54%
PV
I S
TA
4+
.8
EL
EV
3.
PVI STA: 22+64.22
PVI ELEV: 2413.22
K: 10.00
LVC: 116.22
BVCS: 22+06.11BVCE: 2414.60
EV
CS
: 2 3+
.3
EV
CE
: 2
5.
PVI STA: 25+79.32
PVI ELEV: 2417.29
K: 10.00
LVC: 114.64
BV
CS
: 2 5+
.0
BV
CE
: 2
9.
EV
CS
: 2 6+
.6
EV
CE
: 2
8.
LOWER WATER CROSSING
PER DTL. 3/C2.00
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
START CONCRETE SLAB
STA: 23+81.40
ELEV: 2396.82'
END CONCRETE SLAB
STA: 24+33.07
ELEV: 2396.82'
+0
+0
+0
+0
0 27 +0
28+00
PC
: 2
5+
.4
M
AT
CH
LI
NE
S
TA
: 2
2+
M
AT
CH
LIN
E S
TA
: 2 8+
239524002405
2400 2405 2410
.0
0'
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 1,476 SF
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 1,002 SF
3.
LOW WATER CROSSING SIGN
STA:23+62.95
OFF:13.00'R
LOW WATER CROSSING SIGN
STA:24+51.52
OFF:13.00'L
ER
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-20 20 40
SCALE: 1" =
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AutoCAD SHX Text
DATE:
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DATE:
2405.0
2410.0
2415.0
2420.0
2425.0
2430.0
2435.0
2440.0
2445.0
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
2435.00
2440.00
2445.00
.2
.8
28+00
.1
.5
.6
.8
28+50
.6
.6
.8
.7
29+00
.9
.6
.9
.4
29+50
.3
.3
.9
.1
30+00
.2
.0
.3
.8
30+50
.6
.7
.5
.7
31+00
.3
.1
.3
.6
31+50
.3
.1
.0
.5
32+00
.7
.0
.5
.5
32+50
2.54%
-4.58%
-2.07%
PVI STA: 28+62.47
PVI ELEV: 2424.47
K: 10.00
LVC: 71.18
BV
CS
: 2 8+
.8
BV
CE
: 2
3.
EV
CS
: 2 8+
.0
EV
CE
: 2
2.
HIGH PT. STA: 28+52.24
HIGH PT ELEV: 2423.89
PVI STA: 30+97.07
PVI ELEV: 2413.72
K: 10.00
LVC: 25.09
BV
CS
: 3 0+
.5
BV
CE
: 2
4.
EV
CS
: 3 1+
.6
EV
CE
: 2
3.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
+0
+0
+0
0 31 +0
32+00
33+00
PC: 34+12.67
PT: 32+00.32
M id
: 2 8+
.8
M
AT
CH
LIN
E
ST
A:
8+
M
ATCHLINE STA: 32+50
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-20 20 40
SCALE: 1" =
40'
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AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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OF
AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C3.01.dwg LAST SAVED: 4/30/2020 2:51 PM
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
2385.0
2390.0
2395.0
2400.0
2405.0
2410.0
2415.0
2420.0
2425.0
2385.00
2390.00
2395.00
2400.00
2405.00
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2415.00
2420.00
2425.00
.5
.5
32+50
.4
.0
.4
.4
33+00
.6
.4
.8
.7
33+50
.2
.4
.3
.5
34+00
.4
.1
.0
.6
34+50
.2
.1
.3
.7
35+00
.6
.2
.0
.7
35+50
.4
.4
.7
.4
36+00
.4
.0
.8
.6
36+50
.7
.3
.3
.9
37+00
.7
.6
37+35
0.00%
14.00%
2.55%
-14.00%
-2.07%
MATCH EXIST. ROAD GRADE
PVI STA = 37+29.92
ELEV = 2406.73
PV
I S
TA
4+
.2
EL
EV
0.
PVI STA: 35+71.27
PVI ELEV: 2402.69
K: 3.00
LVC: 34.36
BV
CS
: 3 5+
.0
BV
CE
: 2
0.
EV
CS
: 3 5+
.4
EV
CE
: 2
3.
PVI STA: 33+51.09
PVI ELEV: 2408.46
K: 10.00
LVC: 119.27
BV
CS
: 3 2+
.4
BV
CE
: 2
9.
EV
CS
: 3 4+
.7
EV
CE
: 2
0.
LOW WATER CROSSING PER
DTL. 3/C2.00
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
START CONCRETE SLAB
STA: 34+55.85
ELEV: 2393.79'
END CONCRETE SLAB
STA: 35+07.72
ELEV: 2393.79
+0
+0
+0
+0
+0
37+35
EP: 37+35.00
PC
: 3
4+
.6
PC
: 3
6+
.8
PT
: 3
6+
.2
PT: 37+29.92
Mid: 35+15.45
M id:
+7
9.8
00 23
M
ATCHLINE STA: 32+50
3.50' 20.00'
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 1,366 SF
CLASS 4 RIP-RAP EXTENTS
TOTAL AREA = 1,190 SF
LOW WATER CROSSING SIGN
STA:34+42.80
OFF:13.00'R
LOW WATER CROSSING SIGN
STA:35+20.48
OFF:13.00'L
ER
R
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1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
LOWER ROAD STA: 32+50 - 37+35
-20 20 40
SCALE: 1" =
40'
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C3.01.dwg LAST SAVED: 4/30/2020 2:51 PM
AutoCAD SHX Text
DATE:
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DATE:
0+10
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0.00 25.00 50.000.00-25.00-50.00
DAYLIGHT
TO MATCH
EXIST.
EXIST.
DESIGN
MATCH EXIST.
ROAD
CENTERLINE
AND DAYLIGHT
TO EXIST.
C
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1 H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 00+10 - 04+00
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C4.00.dwg LAST SAVED: 4/30/2020 9:21 AM
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DESIGN
EXIST.
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1 H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 04+50 - 08+50
AutoCAD SHX Text
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C4.00.dwg LAST SAVED: 4/30/2020 9:21 AM
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DATE:
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DATE:
9+00
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2415.00
2420.00
2425.00
2430.00
2435.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
EXIST.
MATCH EXIST.
ROAD CENTERLINE
AND DAYLIGHT TO
C
RO
SS
S
EC
TI
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OL
A
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GI
NE
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1 H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 09+00 - 12+60
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AutoCAD SHX Text Z:\ClientFiles\2017\Bureau of Land Management\171001 IDIQ\(xx) Middle Two Calf Rd Reconstruction\4. Drawings\1 Autocad\BLM_MTC_C4.00.dwg LAST SAVED: 4/30/2020 9:21 AM
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DATE:
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2400.00
2405.00
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2400.00
2405.00
2410.00
2415.00
2420.00
2425.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
EXIST.
MATCH EXIST.
ROAD CENTERLINE
AND DAYLIGHT TO
EXIST.
DAYLIGHT
TO EXIST.
DAYLIGHT
TO EXIST.
C
RO
SS
S
EC
TI
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OL
A
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GI
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IN
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AR
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EC
TU
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W
IN
IF
RE
D
1 H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 18+00 - 22+00
AutoCAD SHX Text
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DATE:
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DATE:
22+50
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0.00 25.00 50.000.00-25.00-50.00
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2380.00
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2390.00
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2405.00
2380.00
2385.00
2390.00
2395.00
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24+50
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2390.00
2395.00
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25+50
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2400.00
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2395.00
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2420.00
2425.00
2400.00
2405.00
2410.00
2415.00
2420.00
2425.00
0.00 25.00 50.000.00-25.00-50.00
26+50
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
2405.00
2410.00
2415.00
2420.00
2425.00
2430.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
C
RO
SS
S
EC
TI
O
CK
OL
A
EN
GI
NE
ER
IN
G
AN
D
AR
CH
IT
EC
TU
RE
M
LB
R…
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