5e. BullComplex_Appendix D.pdf
PDF 7 MB Posted
- Attached to
- Rivbulio Fire Recovery IRSC Federal contract opportunity
- Solicitation number
- 12363N24R4018
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of construction plans for the Bull Complex project, which is part of the larger Rivbulio Fire Recovery Integrated Resource Service Contract (IRSC) solicitation.
The plans detail the reconstruction work to be performed on 11 miles of forest roads in the Bull Complex area of the Mt. Hood National Forest. Key details include:
- The roads to be reconstructed are NFSR 6350, NFSR 6355, and NFSR 4671.
- The work involves road grading, drainage improvements, culvert replacements, and restoring the road surface.
- There are two water draw points identified for construction needs.
- General notes on construction requirements, erosion control, and material disposal are provided.
- An estimate of quantities is included for the various pay items such as excavation, aggregate, and culvert installations.
This document provides the technical details for the road reconstruction portion of the broader Rivbulio Fire Recovery IRSC solicitation, which seeks services for hazard tree removal, road maintenance, and other recovery efforts across multiple project areas on the Mt. Hood National Forest.
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Text version
United States Department of Agriculture Forest Service
7/1 /24
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CLACKAMAS & MARION COUNTY, OREGON
CLACKAMAS RIVER RANGER DISTRICT
RIVBULIO IRSC: BULL COMPLEX
PROJECT LOCATION
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 6/11/2024
2 VICINITY MAP 6/11/2024
3 GENERAL NOTES 3/1/2024
4 WATER DRAW REQUIREMENTS 7/1/2024
5 ESTIMATE OF QUANTITIES 6/11/2024
6-9 ROAD RECONSTRUCTION SUMMARY 6/11/2024
10 ROAD RECONSTRUCTION TYPICAL
DETAILS 3/1/2024
11 DRAINAGE LISTING 6/11/2024
12-13 DRAINAGE INSTALLATION DETAILS 3/1/2024
(R06) PACIFIC NORTHWEST REGION
MT. HOOD NATIONAL FOREST
SHEET 1 of 12
RECOMMENDED BY:
APPROVED:
DESIGN BY DATE
FOREST ENGINEER
DISTRICT RANGER
RECOMMENDED (REVIEW ENGINEER)
SPECIFIED ROADS
ROAD No. ROAD NAME LENGTH
6350 000 GRAHAMS PASS
6355 000 6355
TYPE OF ROAD WORK
0.11 RECONSTRUCTION
6.76 RECONSTRUCTION
4.81 RECONSTRUCTION4671 000 4671
DIRECTIONS FROM CLACKAMAS RIVER RANGER DISTRICT OFFICE.
16400 CHAMPION WAY, SANDY, OR 97055
CONTINUE TO US-26 E42 SEC 446 FT
HEAD SOUTHWEST TOWARD CHAMPION WAY 249 FT
TURN RIGHT ONTO CHAMPION WAY 197 FT
TAKE OR-224 E TO NF-63 52 MIN 40.2 MI
TURN RIGHT ONTO US-26 E 0.2 MI
TURN RIGHT AT THE 1ST CROSS STREET ONTO 362ND AVE 1.8 MI
TURN RIGHT ONTO OR-211 S 3.9 MI
TURN LEFT ONTO OR-211 S/OR-224 E CONTINUE TO FOLLOW OR-224 E 30.6 MI
CONTINUE ONTO NF-46 3.7 MI
FOLLOW NF-63 TO NF-6350 IN MARION COUNTY 1 HR 10 MIN (27.5 MI)
TURN RIGHT ONTO NF-63 6.6 MI
TURN RIGHT ONTO COLLAWASH RIVER RD/NF-63 1.4 MI
TURN RIGHT TO STAY ON COLLAWASH RIVER RD/NF-63 0.8 MI
SLIGHT LEFT ONTO NF-6350 10.4 MI
FS-6350 FOR BOP.
BEGINNING PROJECT AREA
LATITUDE: 44.900592 N
LONGITUDE: 121.952360 W
VICINITY MAP
DATE
DATE
DATE
NFSR 6355 000
M.P. 2.60 (BOP)
NFSR 6350 000
M.P. 14.07 (EOP)
NFSR 6355 000
M.P. 9.36 (EOP)
NFSR 4671 000
M.P. 11.24 (EOP)
NFSR 4671 000
M.P. 6.43 (BOP)
NFSR 6350 000
M.P. 8.26 (BOP)
DRAWN
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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(R6)
RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
VICINITY MAP
06/2024
CRW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-02
SHEET 2 OF 12
PACIFIC NORTHWEST REGION
ROAD No. LENGTH OF RECONSTRUCTION 6350 000 0.11 6355 000 6.76
4.814671 000
WATER DRAW
POINT:
44° 50.604' N, 121° 58.408' W
WATER DRAW
POINT:
44° 49.835' N, 121° 58.140' W
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DRAWN
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
WATER DRAW
REQUIREMENTS
03/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-03
SHEET 3 OF 12
(R6)
PACIFIC NORTHWEST REGION
GENERAL WATER DRAW REQUIREMENTS
1.SURFACE WATER WITHDRAWALS. SURFACE WATER MAY BE DIVERTED TO MEET
CONSTRUCTION NEEDS, INCLUDING DUST ABATEMENT, ONLY IF WATER FROM MUNICIPAL
SUPPLIES, SMALL PONDS, RESERVOIRS, TANK TRUCKS, OR OTHER DEVELOPED SOURCES IS
UNAVAILABLE OR INADEQUATE. MUST BE APPROVED BY CO.
A. THE DIVERSION WILL NOT EXCEED 10% OF THE AVAILABLE FLOW AND WILL INCLUDE A
FISH SCREEN TO PREVENT JUVENILE FISH FROM SWIMMING OR BEING DRAWN INTO THE
INTAKE THAT IS CONSISTENT WITH NMFS'S FISH PASSAGE CRITERIA (NMFS 2011A, OR MOST
RECENT VERSION).
B. FOR A SURFACE WATER WITHDRAWAL THAT DOES NOT EXCEED 3 CFS, THE FISH SCREEN
WILL MEET THE FOLLOWING SPECIFICATIONS:
a. AN AUTOMATED CLEANING DEVICE WITH A MINIMUM EFFECTIVE SURFACE AREA OF 2.5
SQUARE FEET PER CUBIC FOOT PER SECOND, AND A NOMINAL MAXIMUM APPROACH
VELOCITY OF 0.4 FEET PER SECOND; OR,
b. NO AUTOMATED CLEANING DEVICE, BUT A MINIMUM EFFECTIVE SURFACE AREA OF 1
SQUARE FOOT PER CUBIC FOOT PER SECOND, A NOMINAL MAXIMUM APPROACH RATE OF
0.2 FOOT PER SECOND; AND EITHER A ROUND OR SQUARE SCREEN MESH THAT IS NO
LARGER THAN 2.38 MILLIMETERS (MM) (0.094 INCHES) IN THE NARROW DIMENSION, OR
ANY OTHER SHAPE THAT IS NO LARGER THAN 1.75 MM (0.069 INCHES) IN THE NARROW
DIMENSION.
C. ANY SURFACE WITHDRAWAL THAT EXCEEDS 3 CFS WILL BE REVIEWED BY NMFS PROJECT
TO ENSURE CONSISTENCY WITH NMFS FISH PASSAGE CRITERIA (NMFS 2011A, OR MOST
RECENT VERSION).
D. VISUALLY CHECK SCREEN BEFORE AND AFTER WITHDRAWALS TO CHECK FOR EVIDENCE
OF AQUATIC SPECIES. IF EVIDENCE IS FOUND, CLEAN SCREENS (DISPOSE OF ANY DEBRIS
AWAY FROM SITE) AND MOVE HOSE TO NEW LOCATION.
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
GENERAL NOTES
03/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-04
SHEET 4 OF 12
(R6)
PACIFIC NORTHWEST REGION
GENERAL NOTES:
1. PERFORM CONSTRUCTION IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL LANDS FP-14, US CUSTOMARY UNITS, EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATIONS AND CLAUSES IN THE CONTRACT DOCUMENT OR THE PLANS.
2. WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS FOR USE WITH CONSTRUCTION ACTIVITIES, MAY BE OBTAINED FROM IDENTIFIED WATER SOURCES, AS DETERMINE BY CO. ALL WATER WITHDRAWALS FOR FIRE OR CONSTRUCTION SHALL ABIDE BY CURRENT NMFS WATER DRAFTING GUIDELINES. AT A MINIMUM, ANY WATER WITHDRAWAL IN ACTIVE STREAMS WITH FISH PRESENT SHALL HAVE SCREENED INTAKES WITH A MAXIMUM SCREEN OPENING OF 3/32 INCH, MAXIMUM INTAKE VELOCITY OF 0.4 FEET PER SECOND AND WILL NOT REDUCE STREAM FLOW BY MORE THAN 10% BY VISUAL MEASURE. WATER WITHDRAWAL FROM ANY OTHER SOURCE SHALL BE APPROVED IN WRITING, PRIOR TO
USE, BY THE CO.
3. PRIOR TO DIGGING, CALL "DIG SAFELY OREGON" 1-800-332-2344. LOCATING AND PROTECTION OF ALL UTILITIES (PUBLIC & PRIVATE) IS THE
RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTING OFFICERS APPROVAL IS NEEDED WITH A MINIMUM OF 72 HRS NOTICE PRIOR TO THE PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR
LEVELING COURSE OF ANY STRUCTURE AND ASPHALT CONCRETE.
5. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL ACCEPTANCE.
6. REPAIR ANY DAMAGE TO THE EXISTING ROAD SYSTEM DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE PROJECT BOUNDARY, AT THE
CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE.
7. CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY OR DESIGNATED WASTE DISPOSAL SITES, UNLESS OTHERWISE SHOWN ON THE PLANS OR
APPROVED BY THE CO.
8. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.
9. DEPTHS OF SOIL AND AGGREGATE ARE GIVEN AS FINAL COMPACTED DEPTHS.
10. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.
11. SPREAD CONTRACTOR FURNISHED CERTIFIED WEED FREE MULCH OVER DISTURBED SOIL AT ALL INSTALLATIONS, DISPOSAL AREAS AND OTHER
DISTURBED SOIL SITES AS DIRECTED BY THE CONTRACTING OFFICER. ALL DISTURBED/CONSTRUCTED SLOPES FLATTER THAN 1V: 1 H SHALL BE COVERED WITH MULCH. MULCH SHALL BE APPLIED MINIMUM 1" THICK SO THAT NO GAPS EXIST.
12. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD WORK ACTIVITIES. ALL CONSTRUCTION SIGNS
SHALL MEET MOST CURRENT VERSION OF MUTCD REQUIREMENTS.
13. SALVAGE AND STOCKPILE EXISTING AGGREGATE DURING EXCAVATION AND USE AS INITIAL BACKFILL MATERIAL. ANY EXCESS MATERIAL MUST BE REMOVED FROM SITE AND DISPOSED OF LEGALLY OFF NATIONAL FOREST LAND. ANY UNDESIGNATED DISPOSAL SITES MUST BE APPROVED BY CO
BEFORE HAULING OF MATERIAL.
14. FOREST SERVICE BRIDGES: USE OF ROADS BY COMMERCIAL USERS WITH LOADS EXCEEDING OREGON STATE LEGAL LOADING FOR A STP (SINGLE TRIP PERMIT) AND THAT WILL CROSS BRIDGES UNDER FOREST SERVICE JURISDICTION SHALL APPLY FOR A BRIDGE OVERLOAD USE PERMIT (FSM 7736.
05). PROCESSING APPLICATIONS FOR BRIDGE OVERLOAD PERMITS MAY TAKE (30) DAYS OR LONGER. CONTACT THE CO FOR THE BRIDGE OVERLOAD
PERMIT FORM.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TEMPORARY AGGREGATE IN ALL FILL REPAIRS TO MATCH THE EXISTING ADJACENT ASPHALT GRADE WHEN ALLOWING TRAFFIC ONTO REPAIRS PRIOR TO ANY PLANNED PAVING OPERATIONS. LOOSE GRAVEL, ROAD NARROWS AND SLOW SIGNS SHALL BE REQUIRED AS DIRECTED BY THE CO ON BOTH SIDES OF EACH SEPARATE WORK SITE. ALL WORK, MATERIALS, SIGNAGE, AND FLAGGERS
SHALL BE INCIDENTAL TO PAY ITEMS 15101.
16. LAY EACH LAYER OF GEOGRID FLAT, PULLED TIGHT AND HOLD IN PLACE WITH PINS, SOIL PILES, OR OTHER APPROVED METHOD.
ABBREVIATIONS:
BOP - BEGINNING OF PROJECT NFSR - NATIONAL FOREST SYSTEM ROAD CO - CONTRACTING OFFICER EOP - END OF PROJECT FS - FOREST SERVICE FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS NTS - NOT TO SCALE COR - CONTRACTING OFFICERS REPRESENTATIVE. FP-14 - FEDERAL HIGHWAY ADMINISTRATION SPECIFICATION BOOK
NMFS - NATIONAL MARINE FISHERIES SERVICE
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ESTIMATE OF QUANTITIES
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-05
SHEET 5 OF 12
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-01
SHEET 6 OF 12
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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.D W
G;
RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-02
SHEET 7 OF 12
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-03
SHEET 8 OF 12
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
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MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-04
SHEET 9 OF 12
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
03/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-05
SHEET 10 OF 12
ROAD
RECONSTRUCTION
TYPICAL DETAILS
(R6)
PACIFIC NORTHWEST REGION
TYPICAL ROADBED RECONDITIONING SECTION
2* 1*
SOIL
NATIVE
WIDTHS VARY BY ROAD
SCARIFY EXISTING
DEPTH, REMOVING ALL
OVERSIZE MATERIAL
4% ON ROADS WITH CENTERLINE GRADE < 6%
RESHAPE AND RECONDITION DITCH
WITH FLOWLINE MINIMUM 12-IN.
BELOW SUBGRADE ELEVATION
NOT TO SCALE
CLEARING/BRUSHING LIMITS
ROADBED TO A 6-IN.
LARGER THAN 6-IN.
8-FT.
CLEARING/
BRUSHING
LIMIT
BRUSHING
HEIGHT
ROADBED
SHOULDERS
FILL SLOPE
CUT SLOPE
14 ft.
TRAVEL WAY
OF ALL VEGETATION FROM DITCHLINE.
GRUB STUMPS AND ROOTS
RESHAPE DITCH AND RECOMPACT
SOILS IN DITCH WITH MECHANICAL TAMPER
BRUSHING & CLEARING LIMITS DETAIL4 NOT TO SCALE
OR GENERAL CLEARING AND
4-ft. BRUSHING PER SECTION 230
GRUBBING PER SECTION 201
SPECIAL CLEARING AND GRUBBING
8-ft. BRUSHING PER SECTION 230 OR
PER SECTION 202
FLOWLINE OF DITCH TO BE
6-IN. MINIMUM BELOW SUBGRADE
OR AS APPROVED BY THE C.O.
SOIL
EXISTING
1.5* 1*
EXISTING
1. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE C.O.
2. PURCHASER TO REMOVE ALL SLIDE MATERIAL, SEDIMENT, VEGETATION, AN OTHER DEBRIS FROM THE EXISTING
DITCH LINE AND RECONSTRUCT DITCH TO DIMENSIONS SHOWN. ALL EXCAVATED MATERIAL SHALL BE END-HAULED AND DISPOSED OF AT APPROVED DISPOSAL SITE AS NOTED ON THE PROJECT VICINITY MAP (SEE SHEET 2).
3. END-HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIAL IS INDIRECT TO PAY ITEM 30304.
4. CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE
TYPICAL CATCH BASIN DETAIL (SEE DETAIL 3, SHEET 15).
5. CONSTRUCT TEMPORARY DITCH CHECKS PER DETAIL 3 OF THIS SHEET FOR 90-ft. DISTANCE EACH SIDE OF
ROAD-STREAM CROSSINGS AT 30-ft. INTERVALS WHEREVER DITCH RECONDITIONING WORK CROSSES A STREAM.
CONSTRUCT 1 TEMPORARY DITCH CHECK 10-FT UPSTREAM OF ALL OTHER CULVERTS COVERED UNDER DITCH RECONDITIONING WORK. CONSTRUCTION OF TEMPORARY DITCH CHECKS IS CONSIDERED INDIRECT TO PAY ITEM
15713 - SOIL EROSION AND POLLUTION CONTROL.
TYPICAL DITCH RECONDITIONING SECTION
NOT TO SCALE2
SAME AS SHOWN ON
DETAILS 1 & 4, THIS SHEET.
ROAD SURFACE
CLEARING/BRUSHING LIMITS
SHAPE CROSS SLOPE TO DRAIN
5% SLOPE ON STEEPER GRADE ROADS
2* 1*
SHAPE AND GRADE ROAD
TO DIMENSIONS SHOWN.
MATCH EXISTING ROAD WIDTH;
ROLLER COMPACT
ACCORDING TO SUBSECTION
204.11(a)(1)
12-ft. MINIMUM
EXISTING
ROAD BASE
2* 1*
FL
OW
TWO 1"x2"x3' STAKES EACH BALE.
SET BALED STRAW OR HAY WITH
EACH STAKE SHOULD BE SET A
MIN. 6" INTO GROUND SURFACE.
SECTION VIEW
A MINIMUM OF 4 INCHES
OVERLAP EDGES OF BALES
AND STAKE IN PLACE.
TYPICAL TEMPORARY
1. DITCH CHECKS MAY BE
CONSTRUCTED OF BIO-BAGS,
WATTLES THAT HAVE BEEN CUT &
TIED, BALES OF STRAW OR HAY, OR
OTHER BIO-DEGRADABLE
MATERIALS AS APPROVED BY THE
CONTRACTING OFFICER.
2. IF STRAW OR HAY BALES ARE USED,
ONLY CERTIFIED SEED & WEED FREE
MATERIAL MAY BE USED ON THE
FOREST.
3. COSTS FOR TEMPORARY DITCH
CHECKS ARE INDIRECT TO PAY ITEM
15713 - SOIL EROSION AND
POLLUTION CONTROL.
DITCH CHECK DAM DETAIL
NOT TO SCALE
NOTES:
EXISTING RUTTING, EROSION, AND
POTHOLES; FILL USING COMMERCIAL
SOURCE GRADING 'S' AGGREGATE
1. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION
303.
2. WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO
MINIMUM 1-IN. BELOW BOTTOM OF THE RUTTING, EROSION, OR
POTHOLE.
3. ADD COMMERCIAL SOURCE GRADING 'S' AGGREGATE AS SHOWN
ON WORK SUMMARIES AND AS-NEEDED TO GRADE ROAD AS
SHOWN.
4. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE ADJUSTED
TO FIT FIELD CONDITIONS AND EXISTING SITE GEOMETRY, AS
APPROVED BY THE C.O.
FOR SPECIAL CLEARING AND GRUBBING,
OR AS APPROVED BY C.O.
OR PLATE COMPACTOR.
4-FT.
CLEARING/
BRUSHING
LIMIT
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
06/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-06
SHEET 11 OF 12
DRAINAGE LISTING
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
03/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-07
SHEET 12 OF 12
DRAINAGE INSTALLATION
DETAILS
(R6)
PACIFIC NORTHWEST REGION
MATERIALS DISPOSAL:
1. MANMADE ITEMS DESIGNATED FOR REMOVAL UNDER PAY ITEMS 20301 & 20302 BECOME THE PROPERTY OF THE PURCHASER UPON REMOVAL FROM THE GROUND. REMOVE ALL MANMADE TRASH, REFUSE, AND ITEMS DESIGNATED FOR REMOVAL FROM FOREST LANDS AND DISPOSE OF IN A LEGAL MANNER IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS & REGULATIONS.
2. ALL MERCHANTABLE TIMBER FELLED DURING OPERATIONS, WHETHER DESIGNATED FOR REMOVAL OR NOT, SHALL BE CONSIDERED INCLUDED TIMBER AND DISPOSED OF ACCORDING TO THE TERMS OF THE TIMBER SALE CONTRACT.
DO NOT FALL OR REMOVE ANY MERCHANTABLE TIMBER UNTIL IT HAS BEEN DESIGNATED FOR REMOVAL AND CLEARLY
MARKED AS SUCH BY THE CO.
3. DISPOSE OF UNSUITABLE OR EXCESS SOILS ONLY AT THE DESIGNATED PROJECT DISPOSAL SITE. THE DESIGNATED
DISPOSAL SITE FOR THIS PROJECT DETERMINED BY CO.
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAM BED
ORIGINAL GROUND OR
STREAMBED
TYPE 1
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
ELBOW
SEE ANCHORING DETAIL
OUTLET DISSIPATER
(IF SPECIFIED)
1' MIN.
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
CULVERT INSTALLATION TYPES
TYPE 3
TYPE 2
DITCH DAM
NORMAL DITCH LINE
HAND PLACED RIPRAP (WHEN
SPECIFIED)
TOP OF CUT SLOPE
WATER FLOW
CUT SLOPE
SUBGRADE SHOULDER
AS STAKED 15' MIN.AS STAKED 15' MIN.
DITCH DAM PLAN VIEW
DITCH GRADE =
CULVERT GRADE +
1%
OUTLET DITCH
1V:1.5H 1V:1.5H
CULVERT DIAMETER
MATERIAL TO BE
DEPOSITED ON BOTH
SIDES OF DITCH
SECTION A-A
SKEW DIAGRAM
B.O.P. E.O.P.
120° SKEW60° SKEW
B.O.P. = BEGINNING OF PROJECT
E.O.P. = END OF PROJECT
120°
SUBGRADE
1'1'
1'
NATIVE MATERIAL
1V:2H
1V:1.5H D + 1'
1.5 x D
D + 6" D + 1'
DITCH DAMSUBGRADE
CULVERT INSTALLATION NOTES:
1. LOCATION AND LENGTHS OF CULVERTS IDENTIFIED ON THESE PLANS IS APPROXIMATE. CONTRACTOR SHALL SURVEY AND STAKE THE FINAL LOCATION, SKEW, LENGTH, ELEVATIONS, AND GRADE ACCORDING TO SECTION 152.03(g) OF THE SPECIFICATIONS. DO NOT ORDER CULVERT MATERIAL UNTIL THE CONTRACTING OFFICER HAS ACCEPTED THE
FINAL STRUCTURE SIZE, LENGTH, AND ALIGNMENT.
2. BACKFILL ALL CULVERTS IN ACCORDANCE WITH FP-14, SECTION 209 STRUCTURE EXCAVATION AND BACKFILL.
3. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION (OR-OSHA) REQUIREMENTS.
4. DO NOT OPERATE ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN PROPERLY BACKFILLED WITH A
MINIMUM OF 1-FOOT COVER.
7. CULVERTS SHALL BE INSTALLED WITH A MINIMUM OF 3% SLOPE WHEREVER FEASIBLE, EXCEPT WHERE APPROVED
BY C.O.
8. THE MINIMUM LENGTH OF A SINGLE PIPE SECTION FOR ANY INSTALLATION SHALL NOT BE LESS THAN 10 L.F.
9. ALL NEW STEEL CULVERTS SHALL BE ALUMINIZED STEEL, TYPE 2, WITH STANDARD 2-2/3"x1/2" CORRUGATIONS.
10. ALL WORK IN LIVE STREAMS MUST TAKE PLACE WITHIN THE ODF&W PRESCRIBED IN-STREAM WORK WINDOW, BETWEEN JULY 15TH AND AUGUST 31ST, UNLESS OTHERWISE APPROVED IN WRITING BY THE C.O. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH AN EROSION CONTROL AND DEWATERING PLAN A MINIMUM OF 7 CALENDAR DAYS PRIOR TO THE INITIATION OF WORK ACTIVITY ON EACH ROAD OR AT EACH STREAM CROSSING. ALL COSTS ASSOCIATED WITH DEWATERING AND EROSION CONTROL MEASURES SHALL BE CONSIDERED INDIRECT TO PAY ITEM
15761 - DEWATERING STRUCTURE
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NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY TO ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
7/1 /24
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G;
RIVBULIO IRSC: BULL
COMPLEX
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
03/2024
C RW
CRW
M. HALL
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
X-08
SHEET 13 OF 12
DRAINAGE INSTALLATION
DETAILS
(R6)
PACIFIC NORTHWEST REGION
1.5'
MIN.
1.5'
MIN.
4' - 6"
6' - 10"
MATCH EXIST SLOPE
DITCH ELEVATION OR MATCH
SET INLET AT RECONDITIONED
EXISTING INLET ELEVATION. ℄
SEE "TYPICAL
CATCH BASIN
DETAIL"
ENERGY DISSIPATOR
WHERE REQUIRED,
SLOPE VARIABLE,
CONSTRUCT AS STAKED
SLOPE VARIES
IN THE DRAINAGE LISTING.
INSTALL PIPE AS IDENTIFIED
AS NOTED IN THE RECONSTRUCTION
SUMMARY OR STAKED IN THE FIELD
SET SKEW AND INVERT ELEVATIONS
1.5*D
12" MIN
TYPICAL CATCH BASIN DETAIL
NOT TO SCALE
TYPICAL CULVERT TRENCH DETAIL
NOT TO SCALE
SECTION VIEW
GENERAL NOTES:
1. THE CONTRACTOR SHALL GRADE ALL ROAD EXCAVATION AREAS TO SAFELY PASS TRAFFIC AT THE COMPLETION OF EACH WORK DAY.
THE ROADWAY MUST BE SIGNED TO MUTCD STANDARDS AND BE PASSABLE TO ALL TRAFFIC OVERNIGHT, ON WEEKENDS, AND ON FEDERAL HOLIDAYS. TRAFFICABILITY AND SAFETY OF EACH WORK SITE IS THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES, WHETHER WORKERS ARE ON SITE OR NOT.
2. ALL ROADWAY EXCAVATION AND EMBANKMENT EARTHWORK SHALL HAVE MAXIMUM ALLOWABLE DEVIATIONS FROM PLAN LINES, GRADES, CROSS SECTIONS, AND DIMENSIONS ACCORDING TO CONSTRUCTION TOLERANCE CLASS D AS DEFINED BY FSSS "TABLE 204-2
CONSTRUCTION TOLERANCES".
3. EXISTING TREES MAY BE REMOVED ONLY AS NECESSARY TO COMPLETE SPECIFIED WORK ACCORDING TO THE CONTRACT. ALL TREES OF MERCHANTABLE QUALITY ARE PROPERTY OF THE US GOVERNMENT AND SHALL BE DISPOSED OF ACCORDING TO THE TIMBER SALE CONTRACT OR DECKED ON SITE AS DIRECTED BY THE CONTRACTING OFFICER. ALL TREES NOT OF MERCHANTABLE QUALITY SHALL BE DISPOSED OF ACCORDING TO FSSS 203.05 (f). .
5. FISH SCREENING IS REQUIRED OVER THE INLETS OF DRAFT HOSES AT ALL TIMES DURING WATER EXTRACTION. DRAFTING OF WATER SHALL NOT DRAW DOWN STREAM FLOW BY GREATER THAN 50% FROM ANY APPROVED LIVE STREAM WATER SOURCE.
6. REMOVE ALL BERMS, EXISTING OR CREATED, TO ALLOW FOR DRAINAGE OF WATER FROM THE ROAD TRAVELED WAY, UNLESS
OTHERWISE DESIGNATED TO REMAIN.
7. ANY DAMAGE TO THE EXISTING ROAD SYSTEM, INSIDE OR OUTSIDE OF THE WORK AREA, WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
8. APPLY GOVERNMENT PROVIDED SEED AND CONTRACTOR PROVIDED MULCH ON ALL DISTURBED AREAS AS DIRECTED BY THE CONTRACTING OFFICER. ALL COMMERCIAL SOURCE MULCH USED ON SITE SHALL BE CERTIFIED BY THE STATE OF OREGON AS BEING
FROM A "WEED AND SEED FREE" SOURCE.
9. STORAGE OF ALL EQUIPMENT AND MATERIALS ON GOVERNMENT LANDS WILL BE AT APPROVED LOCATIONS ONLY AND BE STORED AT
THE CONTRACTOR'S RISK.
10. ALL DETAILS ARE TYPICAL DETAILS, AND ARE SECTION VIEW UNLESS OTHERWISE NOTED.
11. NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY
TO ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
12. DETAILS AND DRAWINGS ARE NOT TO SCALE (NTS).
COMPACTED FILL
PER FP-14 SECT 209.09(b) 12"MIN
AGGREGATE SURFACE
PER DETAIL 1, SHEET 9
ØBEDDING PER
FP-14 209.08(b)
Ø/2
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PROJECT NAME
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AutoCAD SHX Text 6'-10'
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2H:1V SLOPE
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OR AS STAKED
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TYPICAL CULVERT INSTALLATION SECTION
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%%UROAD SECTION
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*SEE CULVERT INSTALLATION DETAILS SHEET 11 FOR ADDITIONAL INFORMATION
NOT TO SCALE
| Sheets and Views |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-TITLE |
| OLE7 |
| OLE8 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-G-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-G-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-G-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-G-05 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-01 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-05 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-06 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-07 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| BULL COMPLEX TS ROAD PLANS 06-11-2024-X-08 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| DESCRIPTION: | |
| QUANTITY BY ROAD: | |
| I: | |
| MOBILIZATION: | |
| en en DALL: | |
| I r D SIALL: | |
| J 0 IALL: | |
| DEWATERING STRUCTURE: | |
| 0: | |
| 5: | |
| 1: | |
| 19: | |
| 0_2: | |
| 0_3: | |
| 20: | |
| KEYED RIP RAP CLASS 4: | |
| 0_4: | |
| 10: | |
| 4: | |
| 80: | |
| DRAWING TITLE ESTIMATE OF QUANTITIES: | |
| DATE 062024: | |
| ARCHIVE NO ARCHIVENUMBER: | |
| 0_5: | |
| DESIGNER CRW: | |
| CLEANING CULVERTS IN PLACE: | |
| 0_6: | |
| 6: | |
| DRAWN CRW: | |
| 0_7: | |
| 12: | |
| DWG SHEET NO G05: | |
| DENOTES CONTRACT QUANTITY: | |
| DESCRIPTION_2: | |
| EXCAVATION IN ADDITION TO 20302: | |
| BASE COURSE FOR CULVERT BEDDING: | |
| EXCAVATION IN ADDITION TO 20302_2: | |
| BASE COURSE FOR CULVERT BEDDING_2: | |
| DESCRIPTION_3: | |
| EXCAVATION IN ADDITION TO 20302_3: | |
| BASE COURSE FOR CULVERT BEDDING_3: | |
| EXCAVATION IN ADDITION TO 20302_4: | |
| BASE COURSE FOR CULVERT BEDDING_4: | |
| EXCAVATION IN ADDITION TO 20302_5: | |
| DATE 062024_2: | |
| BASE COURSE FOR CULVERT BEDDING_5: | |
| DRAWN CRW_2: | |
| CHECKED MHALL: | |
| PROJECT NO: | |
| DESCRIPTION_4: | |
| EXCAVATION IN ADDITION TO 20302_6: | |
| BASE COURSE FOR CULVERT BEDDING_6: | |
| EXCAVATION IN ADDITION TO 20302_7: | |
| BASE COURSE FOR CULVERT BEDDING_7: | |
| EXCAVATION IN ADDITION TO 20302_8: | |
| BASE COURSE FOR CULVERT BEDDING_8: | |
| DESCRIPTION_5: | |
| EXCAVATION IN ADDITION TO 20302_9: | |
| BASE COURSE FOR CULVERT BEDDING_9: | |
| EXCAVATION IN ADDITION TO 20302_10: | |
| BASE COURSE FOR CULVERT BEDDING_10: | |
| EXCAVATION IN ADDITION TO 20302_11: | |
| DATE 062024_3: | |
| BASE COURSE FOR CULVERT BEDDING_11: | |
| ARCHIVE NO ARCHIVENUMBER_2: | |
| DESIGNER CRW_2: | |
| DRAWN CRW_3: | |
| DWG SHEET NO X02: | |
| CHECKED MHALL_2: | |
| PROJECT NO_2: | |
| PROJECT START AT MP 260AS STAKED: | |
| 676: | |
| 1_2: | |
| 300Row1: | |
| 20423: | |
| 305: | |
| 310: | |
| 318: | |
| 341: | |
| INSTALL 24 INCH PIPE CULVERT CORRUGATED: | |
| 347: | |
| BASE COURSE FOR CULVERT BEDDING_12: | |
| 385: | |
| SURFACES TO PROVIDE FOR SMOOTH TRANSITIONS: | |
| INFORMATION ONLY JCT ROAD 6355120: | |
| 432: | |
| MP: | |
| 20302: | |
| EACH: | |
| REMOVE EXISTING PIPE INCLUDES 10 CY OF: | |
| BASE COURSE FOR CULVERT BEDDING_13: | |
| PLACE 12 INCH LIFT OF AGGREGATE CENTERED OVER: | |
| United States Department of Agriculture: | |
| 552: | |
| 20423_2: | |
| CY: | |
| 2: | |
| 20419B: | |
| CY_2: | |
| 12_2: | |
| BASE COURSE FOR CULVERT BEDDING_14: | |
| 559: | |
| BASE COURSE FOR CULVERT BEDDING_15: | |
| 30103: | |
| CY_3: | |
| 4_2: | |
| PLACE 12 INCH LIFT OF AGGREGATE CENTERED OVER_2: | |
| DATE: | |
| 062024: | |
| DESIGNER CRW_3: | |
| X03: | |
| CHECKED MHALL_3: | |
| PROJECT NO_3: | |
| NFSR 6355 000 RECONSTRUCTION SUMMARY CONT: | |
| MP_2: | |
| PAY ITEM: | |
| UNIT: | |
| QTY: | |
| DESCRIPTION_6: | |
| CYRow1: | |
| CY_4: | |
| 936Row1: | |
| NFSR 4671 000 RECONSTRUCTION SUMMARY: | |
| 481: | |
| 481_2: | |
| 25: | |
| 40: | |
| CY_5: | |
| 30: | |
| PROJECT END AT MP 1124 JUNCTION WITH NFSR 6350: | |
| BASIN EXCAVATE AND REESTABLISH DITCHLINE AS STAKED FROM MP 837 TO 839 REMOVE ALL SLOUGH AND SLIDE 837 20419B CY 8 MATERIAL IN DITCHES AND ON ROADWAY TAKE WASTE TO APPROVED DISPOSAL AREA 861 30115 CY 5 ADD AGGREGATE SURFACE COURSE TO RECONDITION 933 60710 EACH 1 RECONDITION EXISTING PIPE JACK OPEN OUTLET TO END ROADWAY RECONDITION OF AGGREGATE SURFACES 936 PROJECT END AT MP 936 JUNCTION WITH NFSR 6350: | |
| PROJECT END AT MP 936 JUNCTION WITH NFSR 6350: | |
| ROAD RECONSTRUCTION: | |
| ARCHIVENUMBER: | |
| DESIGNER: | |
| DRAWN CRW_4: | |
| PROJECT NO_4: | |
| undefined: | |
| undefined_2: | |
| AS BUILT: | |
| ALL CULVERTS: | |
| c LU I LU 0 u Cl c Cl ii: | |
| I I 9 z LU J u Cl c Cl ii: | |
| J ii LU I u Cl c Cl ii: | |
| LU Cl u Cl c Cl ii: | |
| s LU V1 u Cl c Cl ii: | |
| LU Cl c 9 u Cl c Cl ii: | |
| V1 u LU I u I u I 0 u Cl c Cl ii: | |
| 6350: | |
| 831: | |
| 36: | |
| 42: | |
| 14: | |
| R: | |
| EX: | |
| 134: | |
| 4_3: | |
| 30_2: | |
| 0_8: | |
| c LU I LU 00: | |
| I I 9 z LU J0: | |
| J ii LU I 0: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW: | |
| 6350_2: | |
| 1255: | |
| 24: | |
| 36_2: | |
| 14_2: | |
| R_2: | |
| EX_2: | |
| 30_3: | |
| 4_4: | |
| 30_4: | |
| 0_9: | |
| c LU I LU 00_2: | |
| I I 9 z LU J0_2: | |
| J ii LU I 0_2: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW_2: | |
| 6350_3: | |
| 1263: | |
| 24_2: | |
| 36_3: | |
| 14_3: | |
| R_3: | |
| EX_3: | |
| 28: | |
| 4_5: | |
| 30_5: | |
| 0_10: | |
| c LU I LU 00_3: | |
| I I 9 z LU J0_3: | |
| J ii LU I 0_3: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW_3: | |
| c LU I LU 00_4: | |
| I I 9 z LU J0_4: | |
| J ii LU I 0_4: | |
| LU Cl0: | |
| s LU V10: | |
| LU Cl c 90: | |
| V1 u LU I u I u I 00: | |
| REPLACE CULVERT: | |
| c LU I LU 00_5: | |
| I I 9 z LU J0_5: | |
| J ii LU I 0_5: | |
| LU Cl0_2: | |
| s LU V10_2: | |
| LU Cl c 90_2: | |
| V1 u LU I u I u I 00_2: | |
| REPLACE CULVERT_2: | |
| c LU I LU 00_6: | |
| I I 9 z LU J0_6: | |
| J ii LU I 0_6: | |
| LU Cl0_3: | |
| s LU V10_3: | |
| LU Cl c 90_3: | |
| V1 u LU I u I u I 00_3: | |
| REPLACE CULVERT_3: | |
| c LU I LU 00_7: | |
| I I 9 z LU J0_7: | |
| J ii LU I 0_7: | |
| LU Cl0_4: | |
| s LU V10_4: | |
| LU Cl c 90_4: | |
| V1 u LU I u I u I 00_4: | |
| REPLACE CULVERT_4: | |
| c LU I LU 00_8: | |
| I I 9 z LU J0_8: | |
| J ii LU I 0_8: | |
| LU Cl0_5: | |
| s LU V10_5: | |
| LU Cl c 90_5: | |
| V1 u LU I u I u I 00_5: | |
| REPLACE CULVERT_5: | |
| 6350_4: | |
| 1711: | |
| 36_4: | |
| 42_2: | |
| 14_4: | |
| R_4: | |
| EX_4: | |
| 80_2: | |
| 4_6: | |
| 30_6: | |
| 0_11: | |
| c LU I LU 00_9: | |
| I I 9 z LU J0_9: | |
| J ii LU I 0_9: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW_4: | |
| c LU I LU 00_10: | |
| I I 9 z LU J0_10: | |
| J ii LU I 0_10: | |
| LU Cl0_6: | |
| s LU V10_6: | |
| LU Cl c 90_6: | |
| V1 u LU I u I u I 00_6: | |
| REPLACE CULVERT_6: | |
| c LU I LU 00_11: | |
| I I 9 z LU J0_11: | |
| J ii LU I 0_11: | |
| LU Cl0_7: | |
| s LU V10_7: | |
| LU Cl c 90_7: | |
| V1 u LU I u I u I 00_7: | |
| REPLACE CULVERT_7: | |
| c LU I LU 00_12: | |
| I I 9 z LU J0_12: | |
| J ii LU I 0_12: | |
| LU Cl0_8: | |
| s LU V10_8: | |
| LU Cl c 90_8: | |
| V1 u LU I u I u I 00_8: | |
| REPLACE CULVERT_8: | |
| c LU I LU 0Row14: | |
| I I 9 z LU JRow14: | |
| J ii LU I Row14: | |
| LU ClRow14: | |
| s LU V1Row14: | |
| LU Cl c 9Row14: | |
| V1 u LU I u I u I 0Row14: | |
| DRAWING TITLE DRAINAGE LISTING: | |
| c LU I LU 0Row15: | |
| I I 9 z LU JRow15: | |
| J ii LU I Row15: | |
| LU ClRow15: | |
| s LU V1Row15: | |
| LU Cl c 9Row15: | |
| V1 u LU I u I u I 0Row15: | |
| REPLACE CULVERT REPLACE CULVERT: | |
| R_5: | |
| I I 9 z LU JRow16: | |
| J ii LU I Row16: | |
| LU ClRow16: | |
| s LU V1Row16: | |
| LU Cl c 9Row16: | |
| V1 u LU I u I u I 0Row16: | |
| REPLACE CULVERT_9: | |
| I I 9 z LU JRow17: | |
| J ii LU I Row17: | |
| LU ClRow17: | |
| s LU V1Row17: | |
| LU Cl c 9Row17: | |
| V1 u LU I u I u I 0Row17: | |
| REPLACE CULVERT_10: | |
| DATE 062024_4: | |
| R_6: | |
| 0_12: | |
| I I 9 z LU J0_13: | |
| J ii LU I 0_13: | |
| LU Cl0_9: | |
| s LU V10_9: | |
| LU Cl c 90_9: | |
| V1 u LU I u I u I 00_9: | |
| REPLACE CULVERT_11: | |
| 6355: | |
| 626: | |
| 24_3: | |
| 36_5: | |
| 14_5: | |
| R_7: | |
| EX_5: | |
| 31: | |
| 4_7: | |
| 30_7: | |
| 0_13: | |
| ARCHIVE NO ARCHIVENUMBER_3: | |
| 0_14: | |
| I I 9 z LU J0_14: | |
| J ii LU I 0_14: | |
| REPLACE CULVERT REQUIRES 15761 DEWATERING INWATER WORK WINDOW_5: | |
| 0_15: | |
| I I 9 z LU J0_15: | |
| J ii LU I 0_15: | |
| LU Cl0_10: | |
| s LU V10_10: | |
| LU Cl c 90_10: | |
| V1 u LU I u I u I 00_10: | |
| REPLACE CULVERT_12: | |
| DESIGNER CRW_4: | |
| DRAWN CRW_5: | |
| DWG SHEET NO X06: | |
| CHECKED MHALL_4: | |
| PROJECT NO_5: | |
| 2024-07-01T10:18:11-0700 | |
| ALLEN PHILLIPS |
| 2024-07-01T12:04:05-0700 | |
| MATHEW HACKETT |
| 2024-07-01T16:21:53-0700 | |
| PHILIP MONSANTO |
File details come from the government source that posted it. Updated .